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HomeMy WebLinkAboutTRUSS- ENGINEERINGCo ,.",ANNA" A vt -[)Al� ! R 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 F@09?-409-1 010 FOC71R-409-1015 m4"Truss.com LAM". TRUSS ENGINEERING BUILDER: CalAtlantic Homes SF PROJECT: RIVERBEND LOT/BLK/MODEL: Lot:39 / Model:651 0 EIev:B GAR R JOB#: 63357 MASTER#: OPTIONS:6'EXT LANAI (USE ORIGINAL STAMFORD NOT NEW ONE) 'dd*A-1 ROOF �=TRUSSES A FLORIDA CORPORATION RE: Job 63357 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: CALATLANTIC HOMES - S FL DIVISION Project Name: RIVERBEND J-ot/Block: 39 Model: 6510 Address: 3061 NW RADCLIFFE WAY Subdivision: City: County: Broward A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL ,tName Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014fTP12007 or FBC2010 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 55.0 psf Floor Load: 0.0 psf This package includes 98 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0716931 A01 3/3/16 13 A0716943 Al2 3/3/16 25 A0716955 B04 3/3/16 2 A0716932 A02 3/3116 14 A0716944 A13 313/16 26 A0716956 B05 3/3/16 3 A0716933 A02A 3/3116 15 A0716945 A14 3/3/16 27 A0716957 B06 313116 4 A0716934 A03 3/3116 16 A0716946 A15 3/3/16 28 A0716958 B07 3/3116 5 A0716935 A04 3/3/16 17 A0716947 A16 3/3/16 29 A0716959 B08 3/3/16 6 A0716936 A05 3/3/16 18 A0716948 A17 3/3/16 30 A0716960 B09 3/3/16 7 A0716937 A06 3/3116 19 A0716949 A18 3/3116 31 A0716961 B10 3/3/16 8 A0716938 A07 313116 20 A0716950 A19 313116 32 A0716962 Bll 313/16 9 A0716939 A08 3/3/16 21 A0716951 A20 313/16 33 A0716963 B12 3/3/16 10 A0716940 A09 3/3/16 22 A0716952 1301 3/3/16 34 A0716964 B13 313/16 11 A0716941 A10 3/3/16 23 A0716953 B02 3/3/16 35 A0716965 B14 3/3/16 1 �' 716942 All 3/3116 124 1 A0716954 B03 3/3/16 136 A0716966 B15 3/3/16 "T 'rawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. 'Truss Design Engineer's Name: Manuel Martinez My license renewal date for the state of Florida is February 28,2017. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSIITPI-t See. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Indicating the nature and character of the work. The design criteria there In have been transferred to Manuel Martinez PE by (A1 Roof Trusses or specific location]. These TDDs (also referred to at times 'Structural Delegated Engineering Documents') are specialty structural component designs and maybe part of the project's deferred or phased submittals. Asa Truss Design Engineer (i.e., Specialty Enalneerl. the seal here and on the TDD moresents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Des igner is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Minuel Martine �Vti,iOki.64 �mka'a um� u� a rdyt: I ul c A#-= A4 ROOF 0'TRU55E5 AFLORIDA CORPORATION RE: Job 63357 Lumber design values are in accordance with ANSIITPI 1-2007 section 6.3 These truss designs rely on lumber values established by others:.. No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0716967 C01 3/3116 75 A0717005 HJ5E 313/16 38 A0716968 CO2 313/16 76 A0717006 HJ6 3/3116 39 A0716969 CO3 3/3116 77 A0717007 HJ7 3/3/16 40 A0716970 C04 3/3/16 78 A0717008 HJ7C 3/3/16 41 A0716971 C05 3/3/16 79 A0717009 HHP 3/3/16 42 A0716972 C06 3/3/16 80 A0717010 HJ9 313/16 43 A0716973 C07 3/3/16 81 A0717011 J10 3/3/16 44 A0716974 C08 3/3/16 82 A0717012 J10A 3/3/16 45 A0716975 C09 3/3/16 83 A0717013 J10B 313/16 46 A0716976 C10 3/3/16 84 A0717014 J10C 3/3/16 47 A0716977 C11 3/3/16 85 A0717015 BE 3/3/16 48 A0716978' C12 3/3/16 86 A0717016 J6 3/3/16 49 A0716979 C13 313/16 87 A0717017 J7 3/3/16 50 A0716980 C14 3/3/16 88 A0717018 J7C 3/3/16 51 A0716981 C15 3/3116 89 A0717019 J7P 3/3/16 52 A0716982 C16 3/3/16 90 A0717020 J9 3/3/16 53 A0716983 C17 3/3/16 91 A0717021 J9A 3/3/16 54 A0716984 CA 313/16 92 A0717022 MV10 3/3/16 55 A0716985 CJ1E 3/3/16 93 A0717023 MV12 313/16 56 A0716986 CAP 3/3/16 94 A0717024 MV2 3/3116 57 A0716987 CJ3 313116 95 A0717025 MV4 3/3116 58 A0716988 CJ3A 3/3/16 96 A0717026 MV6 3/3/16 59 A0716989 CJ3E 3/3/16 97 A0717027 MV6A 3/3/16 60 A0716990 CJ3P 3/3/16 98 A0717028 MV8 3/3/16 61 A0716991 CJ5 3/3/16 62 A0716992 CJ5A 3/3/16 63 A0716993 CJ5C 3/3/16 64 A0716994 CJ5P 3/3116 65 A0716995 CJ7 3/3/16 66 A0716996 CHA 3/3/16 67 A0716997 CHS 3/3/16 68 A0716998 E01 3/3/16 69 A0716999 E02 3/3/16 70 A0717000 E03 3/3/16 71 A0717001 EG7 3/3/16 72 A0717002 FG1 3/3/16 73 A0717003, FG2� - 313/16 74 A0717004-' 1�C4 . ' 3/3/16 Page 2 of 2 V y A01 IROOF SPECIAL GIRDER 11 I 3 Run: 7.640 s Oct 23-2-2 0-¢11 4-11-13 T 9.7-15 1 -5 15-106 T 21-3-12 21$� 11 4-11-2 4-8-3 9- 5-5-6 5-5-6 0 0 1-5 12 4.00 12 4x4 = 3x6 = 3x6 = 16 4x6 = 5x6 = 1.5x4 11 4x6 = 14 1312 11 10 4x8 = 4x6 = 6 7 91 17x6 = 6x10 = 3x8 II 6x8 = 6x8 = 8x8 3x6 — 5x10 MT20HS 11 22 O21 17 s 411-13 9-7-15 1p-5-0 1rn5-5-6-10-6 21-3,42 21-08 5-5-6 0 •MO ' 0-4-7 1-1-5 ,0-2-01, [8:0-2-4,0-0-14], [9:0-6-4,0-2-12], [10:0-4-0,0-3-12], [12:0-6-0,0-1-8], [13:0-6-4,0-2-8], [14:1 A0717284 Mar 03 10:35:55 2016 Page' h4AtwcTYAymt53Vs76zeg Gl Dead Load DeO. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) 0.15 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.31 13-14 >870 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.26 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 731 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 *Except* B1: 2x8 SP No.1 WEBS 2x4 SP No.3 *Except* W1,W4: 2x8 SP No.2, W2: 2x4 SP No.2 W708: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 8431/0-3-6 (min. 0-1-8) 17 = 15165/0-5-8 (min. 0-2-0) Max Horz 16 = 41(LC 8) Max Uplift 16 =-3379(LC 4) 17 =-6265(LC 4) ,rav 8431(LC 1) 17 = 15165(LC 1) FORCES. (16) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-8431/3379, 1-15=-8319/3378, 1-2=-7965/3214, 2-3=-7965/3214, 3-4=-14748/5939, 4-5=-7412/2972, 5-6=-7392/2984, 6-7=-2466/1011, 8-17=-15165/6265, 7-8=-10741/4395 BOT CHORD 13-14=-5967/14748, 12-13=-5967/14748, 11-12=-5920/14629, 10-11=-5920/14629, 9-10=-1322/3248, 8-9=-216/527 WEBS 1-14=-4540/11289,2-14=496/280, 3-14=-9761 /3922, 4-12=-1637/4002, 4-10=-10296/4203, 6-10=-1959/4973, 5-10=-1621/4157, 6-9=5755/2288, 3-13=-2888/7123,7-9=-4364/10645 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 3-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front'(F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=3379, 17=6265. 13) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11638 lb down and 4742 lb up at 9-7-15, and 9474 lb down and 4094 lb up at 22-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-5=-90, 5-6=-90, 6-7=-90, 8-15=-20 Concentrated Loads (lb) Vert: 9=-9474(B) 13=-1 1638(B) Warning Please Thoroughly review IWA-IRoof TRUSSESr,111aj, CENTRAL R7Mf6CONDITIONS (US10Nn('BUYEIjA(NNOWLEDGEMEN1•Way. Vuiiyrhidg,pmorthe,, ads.adeageraathisTitleDesignDm•ingPODtandtheAnnualdelete,PEPefernewShorthaloseuu.Unlenmr—hevaledooth.10%.nly MANUELMARTINEZ P.E. sli\der rooverlor platessbo0 d<uudfor The IODtohern0d.Asa—Designlagiueotie..fpedaNyingineerI the teal onoay1DD rep air oo orreploo" of the Fiat oaalengineering rcsponsihNiry for The design ofthe suple Gussdepuledoo Ihe1DD oely, under IPTI. rbedesign—nptioos,loadinga"0a,, ,li llityvodas,ofnieLmsfo,enyRu7diogIsthe«rp-liilyofib,0rrne,,IheDerv(, authorized agent o,the BuildingDesigne,,mthe mntetlalThe W,the IBC,MeIoralbuddlag,odernd 1.IDeapprmololtheIDDondnoyfieldweolthelmss,wdud'ngh®dbag,storage,ioslaD,N,naabmrog.sboabethe #047182 responsibility of Tht Building Designer ad(auboctar. All ones set out in the TOD and the prettier, and guidehnet a fib. Building Salary lnforrinien PESO published byTIf adSBCA re, at tied far general guideaer.TPl-Idefine, lheresponailii., and duties of the True, Designer, Truss Design [age,,, ad 10019(horlton(tr. nmt Manufacturer, unless atbaaiu Wired by n (antrwt agreed upon I. rnfirg by all parties insetted. She Truss Design inginee, is NOT The BuilCiagDesign,, or truss Synen Engineer far any building. All 501alised It,., me a, dented in IPTI. Eopy,ighl 02015 A-1 Real Trustee.11—1 Mulroney, P.E. Rep,odadioa of This dotumenl, in nor loan, is prohibited teithxrfllen permitedoo ham A 1 Roof Trus,es- Manuel Marriott, P.E. Orlando, FL 32832 rOD 1 russ I cuss I ype uty Ply Std PaC/6510 El B 63357 IA02 Half Hip 1 1 A071 t� O I.OR I I-ItRct, E-L 34946, design(aTattruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 Mffek Industries, Inc. Thu Mar 03 10:35:56 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-F19ZIidUCcywL3f dHmwdNQ3Nt1SvNaOJjEQfYzegGX r1-40 6-7-0 12-3-7 17-10-0 22-0-0 26.44 31-0-0 14 6-7-0 5-8-7 5-0-9 4-2-0 4-4-4 4-7-12 4.00 F12 4x8 = 1.5x4 11 2x4 11 3x6 = Dead Load Dell. = 5/16 in 6 7 n 9 io l4 7 L. 16 10 14 13 12 3x4 = 6x8 \\ 3x8 MT20HS= 48 = 1.5x4 11 3x4 = LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.23 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.57 10-11 >643 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 187 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10, 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 10 = 1675/Mechanical 16 = 1866/0-8-0 (min.0-2-3) Max Horz 16 = 397(LC 8) Max Uplift 10 = -680(LC 8) 16 = -744(LC 8) Max Grav 10 = 1675(LC 1) 16 = 1866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-629/104, 2-3=-816/387, 3-4=-3145/2050, 4-5=-3045/2059, 5-6=-2156/1464, 6-7=-2616/1899, 7-8=-2641/1901 BOTCHORD 1-1 6=-1 96/683,15-16=-2570/3142, 14-15=-2121/2701, 13-14=-2121/2701, 7-11=-356/316, 10-11 =-1 177/1583 WEBS 3-15=-304/448, 5-15=-210/440, 5-13=-947/843, 6-13=4421390, 11 -1 3=-1 647/2278, 6-11=-633/947, 8-11=-978/1430, 8-10=-2082/1584, WEBS 3-15=-304/448, 5-15=-210/440, 5-13=-947/843, 6-13=-442/390, 11-13=-1647/2278,6-11=-633/947, 8-11=978/1430, 8-10=-2082/1584, 2-16=-660/832,3-16=-2674/1897 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=680, 16=744. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard w gPln 4 ughlr iGe A1¢UDf1¢USS(tl SEllri}GENflAltf¢Nfd(UIUIIIUTA[USID86rAU1o'1 ¢(1(NUgrEU6Fkna teat h•d sgep aetn dm d.m IhsLnss Uadge Ornring;lOU).ndtheY.xelkmY n,Pd &rerenn Sheet Eef.:eme. Uuless Af is ftldwhe MD,o ¢ht(.dvplsids tk�li he 0q(ut,TUUroha dd. Asalms 0es49h_„e�(e SyuIryCogeelthe sew niep........nh.tii(pk mot t§e prokmennle g. efd g(elp.s3.Tiq•hr tls design et the imgleLmsdepined.n the lUDonry, ands 1P41. the design.ssempwns,lend.gs.ndmnm, MANUEL MARTINET, P.E. sminWLtp d.sealMsT ss.meet'¢.7diagYlhernp.nsfi7m•.E1M1eU.71e _.m C . Ucoulh rnedayentetlh r lm g¢epgn r nlhemofen. a.IlGth gC;MdlordS deg rodeo¢dlPpl.Ihe.ppmv.!.fthef¢0e.dary eld.uelekeir.s+,aJukngd.adfmg,Aal.ge;kstUati.¢..dhosing,shallhe!he # 047182 -'' tiaspasaldg ot>ke In Jrg Ueslgner.ed Ca.hap Iq eol. ul.al mlM1eNU n.dt5apmtfitts.ndguider.neleh 6 le1.g[mp.realklery M(.imn.. �enl}p�hfshed by [Pie.dgfi(A em telnmmdl.r genn.lg.:d.an. IP4l defineslhe responsbdi5es.ndd.Uas.I lM1errast Uesigaeo Cuss Ge4g. (ngineer c.d 0 0 I. Luss..ricd ier uae sorter ed fined5y [.I on, gr e.p..■I g.y nllpan sldrel:d,Ihef aces gn Ggi�eeri hUlthe ¢.Id �g,Daug roc Luttgy len(ng.eelf j, rcrha¢ding. A¢(.piecUmdiermwmmdeUaedmIP41. IOO 19f h rlf n(r Topplghly�.2i!ISgltcanrosses;kenvel A!.rtaei: P.E.,Fipr.d eti.n'.f this Jawm. .. .......isprhb................. scion. ....,Pool...... . .......... P.E. Orlando, FL 32832 Jo Truss pe Oty Ply Std Pac/6510 EI BP3F- A02A THalfHip 1 1 A0717286 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 72015 MTek Industries, Inc. Thu Mar 03 10:35:57 2016 Page 1 ID:zBDSeh5DxBaEpiff4?9 vMyfk9q jDjxz2e6yv4nzDEAA—H99byECHRKetcAYN—zB?zegGW 11-8-0 i 7-11-11 15-10-10 I 22-0-0 22r9,10 1-8-0 6-3-11 7-10-15 6-5-6 0-5- 0 4.00 F12 46 = 6 Dead Load Defl. = 3116 in 3x4 = 3x4 = 16 3x4 4x4 = 3x8 MT20HS= 3x4 = 3x4 = 1-0-07-11-11 15-10-10 22-s-10 4-0 6-3-11 7-10-15 6-11-0 n�.n Plate Offsets (X Y)— [2:0-1-12 0-1-8] [6:0-3-0,0-2-41, [7:0-1-8,0-1-81, [10:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.12 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.31 8-10 >807 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 134 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 11 = 1348/0-8-0 (min.0-1-9) 16 = 1112/Mechanicel Max Horz 11 = 463(LC 8) Max Uplift 11 = -508(LC 8) 16 = -505(LC 12) Max Grav 11 = 1348(LC 1) 16 = 1112(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/0, 2-3=-2222/1201, 3-4=-1270/592, 4-5=-1162/606, 7-12=-674/900,6-12=-674/900 BOT CHORD 1-11=-2/381, 10-11=-646/486, 9-10=-1713/2028, 8-9=-1713/2028, 7-8=-909/1102 WEBS 2-11 =-1 272/1096. 2-1 0=-1 072/1654, 3-8=-978/850, 5-8=-188/614, 5-7=-1322/1090 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=508, 16=505. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Pf g Fle tM1we nMl e M A-1 FDD(fFD5S6('SFIIFi-}g(NIFAL IL14Sd(CXDIIIDNi(US'CgfYrNS(1'j!(rXOMlED6(Yftti'krn.'(enfydes.gn pae•efeitmdreod r¢tsulM1trirass 0edge0rning;(DOjoadskeWenel9erPt�a,FE Felerenuf6ee(6e(o�e ase. Uolms mSenist uoredoe the (DD,anft IS TeF msnerla plmsssullEeused(op IM1el00 robe rcld Atinlnn De4gptngmeerte Speu ly [ngtiderl the uo'on ocy NDrep eseehn epfc epll p f and g Sgr pn'h;ldyhr 14 design drhesigh,lwo d.p*dw 6,TOD all, onda P11, the dnsignwsnmp^.ou, Imdq diX% MANUFt MARDNFI,P.F. s tleaLtr Wiue(thlsU sslerenrFeldngislXe« p u67dror(M1eDrp r0 C e eauth reedpglnF itM1 F Id g0< gn (h ndean'"udlf htlF4thildml5u.dcgidde�adin•I, theappmaSd$r1DDandory0elduseahl:elrms,indnd'Dghwdroq,slomgt,ics'pXn(ioeoed:rp5ng,sMXhe(he # 047182 ' iespnns'SiRldlSeFu dngD sg etuod(onhnae iuGple u(nd nlhemgmgrsep fit sc dgod rae ol(h FageagGmpo<olSefefrl lormna nFe(fgpbitiM1MhIPlendfF(Aa Mereeadfmgenrdgmd—,TKIdefines*-,ppn0M,sneddd%ofa,Tr,,Wgrer,lmes06g,b interand 10019 (horifon (ir. ImesNm(ptlaefItsoMa udefined hyn(anl adbgte opona llugEY nll pole IdThi sD ugnFagw'.i hDTR FId ngD uga rT-usfl fe [gn if lhn ldiog.AR (np'rtegted (t.as oremdegudin 1p4l. (oppighlC�i'tDlg A,F Fool G eies• Mewel hlnrintr, P.F. FeprDd.(6en dlthdnwmed t ' nj ram s pmM1b led r;ilh mllen p;Immipn kom A 1 Fdo[irgiiei R1p uel Mdr6net, P.E, OrIDOdOt FL 32832 Job Truss Truss Type Oty Ply Std Pac/6510 El B A0717L8� 63357 A03 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:67 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q jDjxz2e6yv4nzDEAA_H99byE_HOwerkAYN_zB?zegGW 0.4-0 r1 4-0 i 840 17-0-0 22-0-0 26-4-4 1 31-0-0 1-0-0 8-0-0 8-8-0 5-0-0 4" 4-7-12 0-4-0 5x10 MT20HS= 4.00 12 1.5x4 II 3x6 2x4 11 Dead Load Defl. = 3/8 in = 5 6 7 8 tar t� O 3x4 = 7x10 11 46 113x8 MT20HS= 4x10 = 1.5x4 11 17-0-0 22-M LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.23 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.59 12-14 >622 240 MT20HS ' 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-S) Weight: 183 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 "Except" T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 7-9, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1675/Mechanical 15 = 1866/0-8-0 (min.0-2-3) Max Horz 15 = 380(LC 8) Max Uplift 9 = -676(LC 8) 15 = -749(LC 8) Max Grav 9 = 1675(LC 1) 15 = 1866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-731/171, 2-3=-3498/2223, 3-4=-2362/1503,4-5=-2230/1528, 5-6=-2803/2007, 6-7=-2833/2012 BOT CHORD 1-15=-271/811, 14-15=-874/811, 13-14=-2521/3214, 12-13=-2521/3214, 6-10=-360/311, 9-10=1250/1697 WEBS 3-12=-1 172/1015, 5-12=-472/473, 10-12=-168812339,5-10=572/890, 7-10=-999/1488, 7-9=-2164/1630, WEBS 3-12=-1172/1015, 5-12=-472/473, 10-1 2=-1 688/2339, 5-1 0=-572/890, 7-10=-999/1488, 7-9=-2164/1630, 2-15=1782/1590, 2-14=-1651/2410 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=676, 15=749. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Plmmeg Firr do uaNpr ..... bl t00niDSif5r3Et1Fg'b6EV(ggl5[WSS(GhD01DN5 (llSiOMFOryDYtgj101NOritF0 EO h Y Jyd c1 p t a.�di cool 64s i�au De4ge 0reriog;IDOJ oadfkH nee06mtar:; PE gelerernSheet tdou— We. ou'eniu+bted oolbe@D,e* tl reg ma alor plods st Dbe used to the NOtthe ocrd bsl uDn ST e-,(eSpn�ly(y7d lthe uco oepiDD nprofanl+ea<hplc Doll eprok{s,o.;lery rent gieiparuh]rty}ar tF.a EetignctldeiinyleLors deplaed en lM1e WDootr,onda ipl-L1b,dotigooescmpeon;lead:ng.ohiem, MANUEL MARTINET, P.E. '+dam dctfildusi is le myro.ldmg sthe re pa itridyorrheOme Ub ae+'s oiAhoirtid ogeitulhe rmlunyDn gore He eoMeaft"taeirf Fhe ll4thd loml Sa!S giode eadf/F1. rhwptt�otodtttT00 ood Day SYlduseeRhehos+,vJutng hoadrng, storage; us;ollaiva aad liming, sholl6e the #047182 .-�iespnontltp otne lmdrg0 sg;';i;d(oahon gD cofe ufa teKh Dwd,Se pare+n aedgu defon olth DDdmg[mpocenl5alety lofo+me^on(8[SQ p�6�nhN bylP1'id Sfiq nedeenudfor 2-1 gudaaee. rPH dafiaesthe uspoe+ibmnad Mn dit, T 06gc"I—Dnsi tegiaeer end 10019 0 OO flr. i itlasxeovfotlyetualessother uleheedhYaCoonegaguesprmrm g"gaDpor+la l'llhetru+Gevgrtga HhDr+ErldagD p rmLugysiufngrealae yhaDdiog.AD(ephe0oedeumsareasdaUaed'aIP41. th rh "' "' "' "' "" ""' Orlando, FL 32632 pynghl(Ea.1..SA;IRootT+ i Neneal Morl, et P.E..'Yepirdnt oofthii dowmenl mpeffnln sprohb�led nitM1 ir(Alen peymiujon homAlRoofT(esseti Mo eel Moylinic, P.f. t.� Jo Truss pe Qty PIY Std Pac/6510 EI B63357 A0717288 A04 Falp 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:35:58 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-BQH KAOfkjDCeaNpMkioOioVMkhmyNltJnljXkRzegGV -1-4-0 8-4-0 15-0-0 23-0-0 31-M 1-4-0 8-4-0 6-7-15 8-M 8-0-0 6 4.00 12 - 6x8 = 1.5x4 II 4x®ead Load Defl. =114 in 7x10 \\ 4x6 11 3x8 MT20HS= 3x4 = 3x8 MT20HS= 4x8 = 4x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.21 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 11-13 >828 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 175 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 •Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9, 7-9, 2-13 2 Rows at 1/3 pts 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 1674/Mechanical 14 = 1866/0-8-0 (min.0-2-3) Max Horz 14 = 338(LC 8) Max Uplift 8 = -668(LC 8) 14 = -757(LC 8) Max Grav 8 = 1674(LC 1) 14 = 1866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-774/218, 2-3=-3437/2193, 3-4=-2605/1713, 4-5=-2505/1733, 5-6=-1903/1332,6-7=-1903/1332, 7-8=-1598/1180 BOT CHORD 1-14=-347/873, 13-14=-884/873, 12-13=-2417/3148, 11-12=-2417/3148, 11-18=-1741/2389, 10-18=-1741/2389, 9-1 0=-1 741/2389 WEBS 3-11=-856/757, 5-11=-265/526, 5-9=-590/497, 6-9=-801/724, 7-9=-1587/2261, 2-14=-1832/1677, WEBS 3-11=-856f757, 5-11=-265/526, 5-9=-590/497, 6-9=-80 1 /724, 7-9=-1587/2261,2-14=-1832/1677, 2-13=-1537/2280 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=668, 14=757. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Nma g neau denoahly,i ehe-Ad PD0f1iUSSFSj'SELLf['J,GIAFNtlti�id(CI DttICt6(US C4ItrrNn�knIMC�IfD6FYFM Mn.Y dvd y p 1 +avd fw!+ @+T uu DetigeDu�icg(!0]jond ttekanoel9mY r.,P.Erefermtt Sheel kelom s!e. Uoleu m5eniu+!a!ed oet6e ND.ealr MANUEL MARTINET' P.E. t�N rcha ek platen*Uhe u+d(oj IEeNDee he Id. Aiafr+De+g Fp rf alp Welty lag o<eij lM1eu!'or RD p sN na r:pfcnualw2p o•ei id I<ge W6_iaeuhTlrfu if, designdthe i.31,%t+depiped ee the IDDeely, We, Rol, the design m roce, leadag milft,, uilodLryandiiedlh,Imsslcranrlldag'+tEer pa+bLyaflhe0raa ih Ciaer,aNha!rsedageklnPo 8dcmggnyoe.nlleranletli'hell(�helB4tAelaalhned guddoadrP41,@eopp!aroloflheIDDoudaryFeldu,eoflAeLo,+,aJudiophoed€ngslarrye;is�ollmuao+dhra:iop,+FUhefhe #047182 ' �respaovliUtroi+.5era d gD ga raA[n h ! agrme uloalmMeNDa deep Musa dgoderae oflh Paldng[ mpo a ISal71nlamanwl8(SQpe6rhedhYRload36(AaerelercnadMgeae!algudaau. Rol defineslkere+paaubSdiesanddaGooltheUauDesigae,,irn++Ce+ignEngineerend 10019 Dolton Ur. hsdoal mar nit sm6! sd, fioedhyaCam as agr dpoa avrlkg Yallpate iavalrcd..lhef sC ugn[oga e+l h0ltF rddicg Deg rrL+Syl otng �eerfoi ar kaUdrog.AD (apnarnedlem+are o+deGaed in R41. •:.(apkaighlbi-31Y01epfLas{es;fdeduelAlarLne::P,E,tepeodtlropolthisdotl!ment,uojfeimieprelubuednitt.nllepa!mmidnhpmj�IRoofBusus;ManuelMvfnec,P.f. Orlando, EL 32832 Job Truss Truss Type Oty Ply Std Pac/6510 El B ` 63357 A05 Common 5 1 A0717280 Job Reference (optional) Al ROOF TRUSSES, FOR T PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:35:59 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-fcriNkgNUXKVCXOYIPKdFO2al43Y6m6SOhT4GtzegGU r1 4-0 8-4-0 15-10-0 23-4-1 31-0-0 14-0 8-4-0 7-515 7-6-1 7-8-0 7x10 \\ 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Iner YES BCDL 10.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP M 31 `Except` T2: 2x4 SP No.2, T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 `Except- B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 7-12, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1682/Mechanical 15 = 1875/0-8-0 (min. 0-1-9) Max Horz 15 = 157(LC 12) Max Uplift 9 = -574(LC 9) 15 = -721(LC 8) Max Grav 9 = 1682(LC 1) 15 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-830/411, 2-3=-3467/2428, 3-4=-2557/1897, 4-5=-2446/1919, 5-6=2440/1909, 6-7=-2544/1897, 7-8=-3259/2348, 8-9=-319/21 BOT CHORD 1-15=-529/921, 14-15=-594/921, 13-14=-2171/3178, 12-13=-2171/3178, 11-12=2054/2985, 10-11=2054/2985, 9-10=-2054/2985 WEBS 3-12=-1036/810, 5-12=-552/857, 4.00 r12 46 = 4x6 II 3x8 MT20HS= CSI. TC 0.73 BC 0.93 WB 0.86 (Matrix-S) 500 MT20HS; 3x8 = 3x8 MT20HS= 1.5x4 II DEFL. in (loc) I/deft Ud Vert(LL) 0.2910-12 >999 360 Vert(TL)-0.6610-12 >561 240 Horz(TL) 0.18 9 n/a n/a WEBS 3-12=-1036/810, 5-12=-552/857, 7-12=-867/683,2-15=-1802/16B6, 2-14=-1 581/2263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) atjoint(s) 4, 6, 1, 13, 3, 14, 12, 7, 10, 9, 9, 11 and 15 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 5 checked for a plus or minus 4 degree rotation about its "center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=574, 15=721. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 318 in 5x12 II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 158 lb FT = 0% fl g Fls tto, yhlrr a rte AliaaITFUSSFSj'SEILE['j,GENtIAIiEIIIf d[CYDnIDNS(US'DUER(egifll1(YtlDrilID6fYFh1 krn, Y dFd ig p mere drdealI ihisTrau Dnig.Nvieg9DOnd N 4aoce14mfr„P1. Rd.e. Sheer We,. ve. Unless othem,, mtdae tie lDD,aaF( 8 rek mane to piotedshnAOe usedto tM1eiDDloheenDd., Ai nfr naer.gn Fng aeei(4esSp nnity lag ne sF the ua( oey NOr pr tents oci pfcnu oll e,tc s, ?,Ieng eeiingiiigoni hddytor h design of thesinglOw" deplded a a the TODonlpde, 141. Ae dnigeassamp^acylead:ng madlfi-, MANUEL MARTINET, P.E. sofa nda iolttasT s io oe BuJdn nMe es a 4D a rheama to Cmu sanha d e a.1De Bada DeJ et r Re oteat _the ll( err e 1 I ndd ba -I @ o oIN a Doan i I i@ L ' :o d: ha gn l I i btliry s g p Mf I rs. ag al g ie ro a' 'h 4theho h yrode drPl , c pprtt ih I door xCauo a os; da ag ad g,storage;is,ol9oaiadhmdng,shallbebe # 04II82 �resp os�ruP otthe Ra afiag0 agaer and Conhasler Al role ula lhi 6irde iedihe pr fiusaadgav;r'. atlh geld"ilo,por lki t7l is nml6CSQpobiihed DY tPiaad SifA ere dertn<d hsgmerol guAonu. iP4l degneslhne4poa45firies aad duriesoflF:nimss De69rm.Lou Gesign Lngiaeermd UU r a Lon MnoafaU ree oalesotEetaEfined a(I-aD edu ao No EyaO, mf larded..@nI sges n(n dihDl th ESrcO arLaxSy4lCe lag nee (edd/hail&og.Ml (opdt9ttd lflmi atemdCAatlin lP4l. 119(holfnfir ;;fopynghl(£' iou A-111WIr sses • Meduel Marl er; PL,Reptod ttion of this dowmenl -m ory (elm, is piehibiled wnh i inq pmm!Won IromA I Roof Trusm's Mo nel Moi fner, P.E, Orlando, FL 32832 r=4 Job Truss Truss Type Qty Ply Std Pac/6510 El B A071729O 63357 A06 Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:00 2016 Page 1 I D:zBDS eh5DxBaEp itf4?9_vMyf k9q-8oP4b4g? FgSMghzls7rsnDahXU PQrCecELCdoJzeg GT 1 4-0 8-4-0 14-6-0 17-2-0 23 4-1 31-0-0 1-4-0 8-4-0 6-2-0 2-8-0 6-2-1 7-7-15 4.00 FIT 4x6 = 4x6 = Dead Load De0. = 3/8 in 3x4 = 7x10 \\ 4x6 11 3x8 MT20HS= 3x4 = 3x4 = 1.5x4 11 5x12 1 i 3x8 MT20HS= 14-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.30 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.67 10-12 >550 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 162 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 `Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1682/Mechanical 16 = 1875/0-8-0 (min.0-2-3) Max Horz 16 = 147(LC 12) Max Uplift 9 = -586(LC 9) 16 = -733(LC 8) Max Grav 9 = 1682(LC 1) 16 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-783/377, 2-3=-3450/2387, 3-4=-2662/1962, 4-5=-2562/1979, 5-6=-2442/1963, 6-7=-2629/1968, 7-8=-3239/2310, 8-9=-290/0 BOT CHORD 1-16=-510/889, 15-16=-575/889, 14-15=-2129/3161, 13-14=-2129/3161, 12-13=-1508/2442, 11-12=-2014/2961, 10-11=-2014/2961, 9-10=-2014/2961 WEBS 3-13=-950/708, 5-13=-300/469, 6-12=-237/384, 7-12=767/576, WEBS 3-13=-950/708, 5-13=-300/469, 6-12=-237/384, 7-12=-767/576, 2-16=-1853/1730, 2-15=-1558/2278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 5, 6, 9, 9, 1, 14, 3, 15, 13, 12, 7, 10 and 16 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=586, 16=733. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yd' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Aarveg-rleau+taia yblr IEe-ALgUDnPASEf('SEllrtbG(NaAL ILrksd(CdD"to (USiCYID rgNrllAUeDYVIlD6IpiMk Yerdrdevgopc, aeiat d¢od rot a@sLaa gedgeDu�mg;IDOJ oedtle pmael4mran,Pk4<(mean SEeettefare ase. UWew au'erciu mtw'oc 16e ND,aah MANUEL MARTINEZ P.E. rl.kY ronneAar plataMalibeuudfor the!DO to be Dd: Awf s Di...... e...P Sp raihjg t4 lheuo c nay toonpnwds on ride ph to gllheP„ al gne igleipoasb7�tyhr sbe deiynotrhe+mgieLm+depided en rbatODonlP, Darin lPbi,lh<desigeanemp^.ocs, leadag wadmnm, sadobrdpaed ase ctt4sU nln chygu:Id"ag slEesespa sibTd5 oL16e0mn lh!pantrtxaibbrrted agentnthe Bade gpt goe the wMenc„�e11(,the lBG theta alhaddiayiade uodlPFl. rbeappwuldtf, TOO vdorp Nft-'l lleLos+, adaGiq boadrng,sto+uge; ins;allat oa on04a9nD. stab be ba #047182 '; 'rzspansMlOp ot+b rmldngD sgoeroodConhonr 1U eJin ui detheIDO and�Sepromos dgodernes Tsh P1fag Csmpo ats#li lnlasmen no p�bG b�(IPi and Sills ul"—dfi,9—,l gui ma. TM defines the uspndltin gad ddn of the Iran Desigrn.T—Daigo ragiva and Ws Wo+(okwt 7fesathn udfmhdhY [amps agreed poow �fmgEyaiipnt siarof d.TheTossGedgoGg+ear iskgrtberlfu Ucu r rt xfYslen[agneei(orarcrbad&og.AD(ophalkedtemnaunsdefiaedinfl4l. 10019CharltonGf. 9 9 ';fappighl+EiDIS,AIYoorirasset�µdnuelMarine[,P.r.,gepiodst aoh�isdatnmtnt,inoAy(zimupmhbdedsilArUlh pi(nis}ionhamgliogfirhsuS,MouelMcthnei,P.E. Orlando, f132831 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 A07 Hip 1 1 A0717251 Job Reference (optional) nun. s.u•eua — a—sD rnne. I —a Vu a4u ID MISUe I D:zB DSeh5DxBaEpitf4?9_vMytk9q-c?zSo( 4x8 = 4 Inc. Thu Mar 03 10:36:01 2016 Pagel Dead Load Defl. = 5116 in 6x10 11 4x6 11 3x8 MT20HS= 5x8 = 1.5x4 11 5x12 11 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.23 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.51 10-11 >722 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 166 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2, T3: 2x4 SP M 31 WEBS BOT CHORD 2x4 SP M 31 'Except` 3-11=-583/493, 4-11=-255/455, B2: 2x4 SP No.2 5-10=-176/357, 6-10=-355/345, WEBS 2x4 SP No.3 *Except* 2-14=-1856/1746, 2-13=-1420/2133 Wl: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1682/Mechanical 14 = 1875/0-8-0 (min. 0-1-9) Max Harz 14 = 132(LC 12) Max Uplift 8 = -601(LC 9) 14 = -748(LC 8) Max Grav 8 = 1682(LC 1) 14 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-881/437, 2-3=-3415/2325, 3-4=-2894/2118, 4-5=-2698/2068, 5-6=-2857/2099, 6-7=-3193/2246, 7-8=-359/0 BOT CHORD 1-14=-582/994, 13-14=-648/994, 12-13=-2064/3121, 11-12=-2064/3121, 10-11=-1678/2695, 9-10=1949/2914, 8-9=-1949/2914 WEBS 3-11=-583/493, 4-11=255/455, 5-1 0=-1 76/357, 6-10=-355/345, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=601, 14=748. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ''/d' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard wa n¢g P64'tbuie� iinonruisisrsi(¢gle[euu@u(st[arnmOxs (usilien;(lmToluxxoen(Ost>;@1 Imm. r, nerd cgnp ;el +md+em obi.., Im+r �e De+lgeb+e.mg•;m0)e.a+se ineveluwma;e.(.ede+w�e sneelaero<,,.,. ume++mser�u used""e,esbD,�h BTels nae brplatersnollheus dl the NDto6ertfd AwlmsDe+.g fnc eeiQe Sp anlly(ag ne pT lfie uatox6cy N0 p...... edoll p,; s.... p. .Tosu6 tyhr+ke design oFtne smyleLmslepined cn tha tDO mJ(,onde+n4l. lAedevgc ossmpxns; leading randnix+, MANUEL MARTINEZ, P.E. wftbk-G aglhnT!41(61*106aislhe rz+puD:dry'fe6e nine 1M-666smh+kedagi lc lb ilcmpbeepne+jMt'oea<ie lit, Me n(,AiI e.l SUiq'6e uadTH-1. apprceoaAADDaod rry`elduse o11hz1+os+,aduding M1nadLng, Aorege,+esgllalioa oed5wtinp. skaA he Ra #047102 ;/ ! \..r"esp naz�4lpdrse imdcgDexgairmd (nmrn« ID roleti ut dmPo @D ond.Sep ent sendgm3erusallh W�ifig(omporsniktely lnr+mnenl6(S7yprhEs6edny (F1oaJ 36tAn elereued tar georal gu`dwu.rp:i defines l6e enpoo>fietocd dutiat oflFa (nssnesigcecTruss Design [ngiattrrod �;, Gmstl t [I iN less Me+ wdefio,d_ pfoahn«v edu onwr+to p it an sta al, d @eT sDe n[ eHshOtfbei id[ bev rmins S ilem fd oeit(ai oa' W&J. IG(a ikli:edk�mt ue osdefiaedio iP41. I00 19 (hbrlfon [ir. M1Y 9< p 9s ! i 9 9 Sr Y r r 5 P (opyngM1t'bt015A;l BnotT ues; Monnelxad erP.E.iRepspd mortol thjdaumem inoei lcim, sg prahhledpilti gdlnn pa+m scion komlll iQolTru{sec-Mo uel Mgilines, P.E. O(In040, FL 32832 v -V Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717292 63357 A08 Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 4x4 = Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:01 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-c?zSoQhd08aDRgYxPgM5KR7xnuoPaiWIT?yBKmzegGS 17-2-0 1 22-" 26-2-10 32-4-0 , 3x4 = 46 = Dead Load De0. = 7/16 in 1 l� i� 3x4 = 6x8 = 3x8 = 5x12 if LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3:2x4SPM31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-13 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1682/Mechanical 13 = 1875/0-8-0 (min. 0-2-3) Max Horz 13 = 120(LC 12) Max Uplift 9 = -611(LC 9) 13 = -757(LC 8) Max Grav 9 = 1682(LC 1) 13 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-649/107, 2-3=-842/410, 3-4=-3095/2155, 4-5=-2870/2104, 5-6=-2843/2095, 6-7=-3005/2115, 7-8=-3201/2281, 8-9=-417/47 BOT CHORD 1-13=-215/706, 12-13=-2142/3127, 11-12=-1991/3113, 10-11=-1991/3113, 9-10=-1986/2915 WEBS 2-13=-680/896, 3-13=2634/2025, 3-12=-332/440, 4-12=-317/567, 5-12=-500/299, 5-10=-532/315, 6-10=-231 /447.7-10=-154/278 3x8 MT20HS= CST. DEFL. in (loc) I/defl L/d TIC 0.69 Vert(LL) 0.3110-12 >999 360 BC 0.71 Vert(TL) -0.7010-12 >529 240 WB 0.74 Horz(TL) 0.18 9 n/a n/a (Matrix-S) WEBS 2-13=-680/896,3-13=-2634/2025, 3-12=-332/440, 4-12=-317/567, 5-12=-500/299, 5-10=-532/315, 6-10=-231/447, 7-1 0=-1 54/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=611, 13=757. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 160 lb FT = 0% Y! g rle t5uxucM1ly the Ad RDOrriDSSFS('SFnIi'},GEN[UII([gfd(CtD1rIDlh[NSiCYQ{ NNIDjARNOCREO6[lU1 h Ye dyd sgnpo.o el 3soadie11.1-5er.he swedoethe FOD,enfy A''Is-audh, pimei shall 6e used to I6e!lsg to bm14 A" it Design fngtingkMp illy ldg e,I the uoen,ny TOO rpmentsanonepfoare of lh,pro eduodaleng nengiespaefflifyf., 14 dmignofthe single Tlmsdepida an the IDD only, ando, M1, the desigo®amps.m,food ag,teditiam, MANUEL MARTINET, P.E. alohLgaed ased ibistsslmnyBgdiaj".rrpdb6ly oftbe O.nr;th D.oesaothmndgsi 6 the B dog Degae IFemc14fo-hIG'6e IR(,Ihe lcol5 PGi grade had M-1. the appra,dofthe TDDaadany Foldose of he F,ass,.adod;ag hoaf%dmege,'nstagminn and'n—J, shoobethe#047182 Is rap aisrryoliieBmdrgD Sgoerand(ommd r N[otnuta ImtM1alODaddtSetrcifi ndgmdernesolih En p( pa nlal DI forme- O8 S*I6hlei4 ylFl 11 ndSfiU ea,...d1.generalga'daam.IF4ldefine,&-p oli iesandduNesofIf.TrossDesigm,,TrouDesign(agiaeerad 10019 (horlton (ir. Ilnafn I tlee f uoie sothe, sa defined 5yaroahad greedeponm fimg Yutl pmuslar iyad. @elrnss Des gang peels hot Fe r ldc tsq et rimsSysle !ginM(io y6 ddog. AD(apnaN:ed,aims meat deliud in 141. opyn9hi(6`7O150.1ioolT sge+MenueiMarl ei;P.E.,Feprodsh000fl..... e,;Ndnfle,ro,ippfehbihidwith.pleapeimis}ionhomA1RooiNsies-Manu,1901iner,P.F. OflondO,FL32832 Job Truss Truss Type ntY Ply Std Pac/6510 El B 63357 A09 Hip 1 1 A0717298 Job Reference (optional) ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:02 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-4BWgOmiFnSi43_67zYtKseg2217wJAlvifhktCzegGR 1-6-0 7-0-11 10-0-0 17-2-0 24-0-0 27�-6 32-4-0 1-8-0 14-11 3-3-6 6-10-0 6-10-0 3-3fi 5-0-11 4x8 = d nnr19 1.5x4 II 4x8 = 15 14 13 12 11 10 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1680/Mechanical 15 = 1877/0-8-0 (min. 0-2-3) Max Horz 15 = 105(LC 12) Max Uplift 9 = -621(LC 9) 15 = -768(LC 8) Max Grav 9 = 1680(LC 1) 15 = 1877(LC 1) 3x8 MT20HS= 3x4 = FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/43, 2-3=-615/282, 3-4=-3240/2228, 4-5=-3812/2709, 5-6=-3812/2709, 6-7=-3158/2185, 7-8=-3123/2188, 8-9=-250/80 BOTCHORD 1-15=-105/497, 14-15=-2059/3067, 13-14=-1895/3044, 12-13=-1895/3044, 11 -1 2=-1 878/2993, 10-11 =1 878/2993, 9-1 0=-1 900/2830 WEBS 2-15=-615/764, 3-15=-2811/2065, 4-14=-31/269,4-12=-606/1020, CSI. TC 0.92 BC 0.76 WB 0.68 (Matrix-S) 3x8 = 3x8 MT20HS= 3x4 = DEFL. in (loc) I/deft L/d Vert(LL) 0.3210-12 >999 360 Vert(TL)-0.6710-12 >550 240 Horz(TL) 0.17 9 n/a n/a WEBS 2-15=-615f764,3-15=-2811/2065, 4-14=-31/269, 4-12=-606/1020, 5-12=-673/606, 6-12=-625/1073, 7-10=-58/408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=621, 15=768. - 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 318 in 5x12 is PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 161 lb FT = 0% i o I 19 g h sehonacdlrr a Mv,11Yfi0niilSSErrSILLEr'1 GEVielllipSt(GkgaldB'NS'bka('BUYU'jA(ifNalYlFb u6 Vi d A p acei sod,eod oat Ih hau0edgebe�iagEIDOJ oedfBe4 aelYwf er,P.F. rndereore ShaedEeto:ea•2. Uoku oslerriu Hared oe Poe lUa,anh �Y kkr +ae+ror plase(+a BE sdf&Ihd'OOrohe ecfid. Aidfr s+Oo gnfnydeei((e Sp nallr[ag•ne}I tM1e uotgaoPRBrepreuMs ao auepfcnm of the prdeis gnolengtreiir ytiipaas@]drhr the deugnof@ninylaLm+drytaed ao lM1aIDgaot/, andes Rl-i.@e desigc mscmp�e�+,iaadeg+a:ddiea+, MANUEL MARTINET, P.E. -isc taGLryacdeualknsT ntar mgBuld"ags@erzponsb3dy oftdeamo@ea•aeremLarued sgenl er lhe81napDugner nihe romev def5e11(.M�efBGtdeiaelha dcgmde eadTPFr.@eopprcealofiF.eTOpaoduarfieiduu ol@ehus+,hdnd'ag haadrng, 4oiege, "s;aihliov md:roriog, stoO he Me #0471R2 .. iespans5fty aithe Bo dagOsgaeraod Cootrotl All rail ui aalRMe NO and�epramres aadgoideroe otih•r'Id ng(mporenl gahry inlasmeaonEB(SQp6i-hed 6y Rland36CA er retenared h, Werai g0da Rol daGnesth".q."11fin ud dAs dhTrnss Oesipv.T.. Dnip hpar end 100 (011a t1. Lnssnan f d er ale ther edcfihed Sy C, ladagia d poapviiimg hY olPp a sim fpd. @eW fges(gat gaeeehkOTsbsl Bdag Ueuq «erLasi$yien [og neer h,; rc/had&ag. Ag(apiuk,ddams wem defuedin M. 19 h r a f Orlando, FL 32832 ,_, ,,,, (oppighlnE2ai5,A•IBcotLasse+, Mgnuel Mad Her P,f.,9eprpd¢oon of thi}dowme) mo./(njd, iS pmhbded pitM1,rnih pe,missivnkom6lRdofrry'sse}; tdquel Morlinir, P.E. ,_ti r Job Truss Truss Type Oty Ply Std Pac/6510 El B �a3 357 A10 ROOF SPECIAL GIRDER 1 2 A0717294 Job Reference (optional) All ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:04 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-OZebRSkVJ3ynIIGW5zvoy31No5non44C9zArx5zegGP 1-8-0 8-4-0 12-0-0 19-0-0 21-0-0 , 24-0-0 27-7-3 32v3-0 , 1-8-0 6-8-0 3-8-0 7-0-0 2-0-0 3-0-0 3-7-3 4-8-13 NAILED Special NAILED 6x6 7::� NAILED 44= 4.00 12 4x8 = 1.5x4 II 5x8 1:-nie11 GrL. Dead Load Dell. = 1/2 in 4 5 3x4 � 1 8 5x8 zzz 7x8 \\ 'j 9 rn 2 0 10 n i" ` 1 -- - ' r7 -- jo 6 18 17 28 16 15 14 13 29 12 11 3x4 — 46 = 5x10 MT20HS= 1.5x4 11 3x4 = 3x8 = 1.50 i! 500 11 Special NAILED 5x10 MT20HS= Special JUS24 Special NAILED 1-8-0 1-4-08-4-0 12-0-0 19-0-0 24 214)-0 -0-0 27-7-3 32-4-0 1.4-0 641-0 341-0 741-0 24d-0 3-0-0 3-7-3 4.8.13 0-4-0 Plate Offsets (X Y)— [1:0-2-14 0-0-2] [2:0-2-0 0-2-8] [3:0-5-4 0-2-0] [5:0-3-0 0-2-12] [6:0-1-12 0-2-0] [10:0-8-0 0-1-1],rl3:0-1-8,0-1-81,[16:0-5-0,0-3-0] [17:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.38 15-16 >972 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.83 15-16 >444 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 349 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except' B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. REACTIONS. (lb/size) 10 = 3532/Mechanical 18 = 3621/0-8-0 (min. 0-1-8) Max Horz 18 = 105(LC 27) Max Uplift 10 = -1291(LC 5) 18 = -1535(LC 4) Max Grav 10 = 3532(LC 1) 18 = 3621(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1056/404, 2-3=-7712/3121, 3-26=-9719/3977, 4-26=-9719/3977, 4-5=-9719/3977, 5-6=-8920/3527, 6-27=-7541 /2968, 7-27=-7541 /2968, 7-8=-7866/3058, 8-9=-6943/2623, 9-10=-768/296 BOT CHORD 1-18=-452/1130, 17-18=-557/1130, 17-28=-2909/7192, 16-28=-2909/7192, 15-16=-4133/10670, 14-15=-4136/10664, 13-14=-4136/10664, 13-29=-3286/8578, 12-29=-3286/8578, 11-12=-2352/6346, 10-11=-2352/6346 WEBS 2-18=-3425/1621, 2-17=-2447/6093, 3-16=-1236/3185, 4-16=-675/397, 5-16=-1046/328, 5-13=-3687/1494, WEBS 2-18=-3425/1621, 2-17=-2447/6093, 3-16=-1236/3185,4-16=-675/397, 5-16=-1046/328,5-13=-3687/1494, 6-13=-1324/3568,6-12=-1727/714, 7-12=A92/1601, 8-12=-604/1531, 8-11=416/221 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1 0=1 291, 18=1535. 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Use USP JUS24 (With 1Od nails into Girder 810d nails into Truss) or equivalent at 11-11-4 from the left end to connect truss(es) EG7 (1 ply 2x6 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTeWs ST-TOENAIL Detail. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 328 lb up at 8-4-0 on top chord, and 334 lb down and 142 lb up at 8-4-0, and 671 lb down and 214 lb up at 21-0-0, and 671 lb down and 214 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-6=-90, 6-7=-90, 7-10=-90, 19-22=-20 Concentrated Loads (lb) Vert: 3=-251(B)7=-233(B)17=-334(B)16=-706(B) 13=-671(B) 6=-233(B) 12=-671(B)26=-157(B) 27=-233(B) 28=-44(B) 29=-63(B) 7 g nense tborsu IJrre a ibe dl gDDttP1S56("SFIIFC}DSNUAl IIC4Sd(DYDIIIDN-(U9oYFg j'BUInj1(rNCWtF06tMEPt fa Y dyd tg p , i �d end rol I>t tuu Dcilgegaving;iDD)ondfbe YaeeelYml.nn,PJ. reftteon Sheol hefom ou. Uolns ovFenire sated ne,he lDD, nnry (�R lhraane<loi platen ssnDbe us<d for lM1riDDabe rd Asdlr ssDa ge Faedur(e $nnUp[g 5S}IM1 not ry1Do p sMsma<upictt jlhep_h�si. nl<g -g p sib7rytartlededgo ehbe ilng6 b-OFided en the IDDonlr,Wm PH. the deign m:emp^.an,leadmgsondinam, MANUEL MARTINEZ, P.E. ssitnbrGryaWise'gdlhlst rsl,my Bo ld agnthe sp iib hryolt6eo rIbD:otwmhn ded eg�dtc thDid�np Deipae ttts umeuc theie(thdn4Podlutulbo dcg iddd uad rPFl.(M1e opprcxol o(gCe lDDand gar'elCuw al lleLost, indodng haadl'ng,florege, Ins'olleDoo oed Credng, dollhe tba #0471R2 ' respoo,5d otf5erolt9Dsg ed(enln lD I tel IkrhIDDeaduepunus dgoidefnsolibeE,nlcg( po Ikllylafdimnocle(SQpabysM1NhllPlaodlrUaeeltteeudlo,gmrolga9eueiP:IdafmnlM1eu,poes2difiesenddofiesoflkelmuOuigrer.CussDesyntngheuend 10019[horUonfir. Bos Mao to l<f Lab soMu dh dhy [et d gr_edup nn tt gbY Il pot sia slr d'@erm fgu go Gg:eeHshDlfF rmLitg Devg r rLos Syl o(agmeutoi mith ddny.AD (epitrdiudt<lmrau os dernedin R4i. 'ropyright�2DISAd tool it yses • npnueS Mad.not, P.E.; i5plod rt on Dhhs do;umenS m o /feim, is pmM1 M1ded xilh rpllen permission homA, I RooRrutius-MonueS Mad na, P.r. Otlendo, FL 32632 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 - A11 Jack -Closed 5 1 A07172 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:05 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9—vMyfk9q-UmCzenk74N4ewSriegQ1 UGHbOV74WUDLOdwOTXzegGO i 1-8-0 , 4-60 , 10-2-11 , 16-115 21�-0 a2-9.10 1-8-0 2-10-0 5.8-11 6 10 4-8-11 -1-1 4.00 12 1.5x4 II 7 8 Dead Load Defl. = 3/8 in �1 0 4x8 = 1-8-0 i 1-4-0 4-8-0 13-4-13 2"-0 22-9-10 1-0-0 t r 2-10-0 8-10-13 8-3-3 0-4 0 Plate Offsets (X,Y)— [2:0-2-0,0-1-01, [4:0-2-0,0-0-121, [9:0-3-0,0-3-01, [10:0-6-4,0-2-0), [11:0-2-0,0-0-01, 113:0-1-9,0-2-01, [14:0-4-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.20 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.53 13-14 >473 240 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC20141rP12007 (Matrix-S) Weight: 147 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1136/Mechanical 16 = 1356/0-8-0 (min.0-1-10) Max Horz 16 = 469(LC 12) Max Uplift 9 = -516(LC 12) 16 = -510(LC 8) Max Grav 9 = 1136(LC 1) 16 = 1356(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/94, 2-3=-2875/1806, 3-4=-3189/2212, 4-5=-1705/943, 5-6=-1605/963, 6-7=-282/72 BOT CHORD 1-16=-82/405, 3-14=-280/371, 13-14=-1857/2147, 12-13=-182/339, 11-12=-182/339,7-10=-555/760 WEBS 2-16=-1162/949, 2-14=-2109/2686, 4-14=-834/921, 4-13=-829/874, 6-13=-530/844, 10-13=-707/688, 6-1 0=-1 149/1007, 7-9=-965/814 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) fortress to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=516, 16=510. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y." gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard i7 ¢¢g Hnse,h6 agd(revm¢1he.A ROCHFGSSf3(-SFIf[t1 GfNt11l1ELM56(GeD111DfnfUST4.F¢rgUtEY'je[M80WnD6FkEA1 h V rryd:g p ,;den ¢sd,e drofe•-I'uslrau DeGgeOrering;fDD)¢¢dtleMaoxel4arY a„P.E. gdermuSC¢ci Eefo:¢au Uoleu ¢u`enise stared oe the lDD,only �Ykhm d¢„pinesssdib ¢sedl to DDt b atd As l nD tynlar eeae,fp•a Ity(aq d ilfheu¢tocopf00reprn dsnnen;ptcnmalne@r¢htsioaaleagmeninvinpoSsihFtyhrtkedetignettdesi¢gleLuetdepipedeotM1eIDDaof/snderRH.Ihedetig¢¢n[mproct,kaaagraaa�>nr, MANUELMARTINEZ, P.E. ,edabiVfW cudtft4 Wifit6i10dag,tber¢p ibdry (td¢Gm 1h Gien,¢dharuedpyedet@e h liiij N,4jiie, lanentAeiic'htlic the fir. the lad Wildiei'66 ned Rl-i.the ¢pprareldit, TDD ael mr?'eld en of the Two, leMing h..Aeg,da¢ge,iesbllaii¢¢¢ed bmiq. 0,01 be Me #047182 -'-:resyasm6ryalfhedu6rgDe,gaeeaadd¢nlmdat.lGr¢ItiselatalAelDGmdfSepramttsaadgnderaedlDgalemgCampacedg¢IeIpInl¢,me.¢¢(80¢pa6GahedbylPlaadS6(Rcr¢tderceredhrgeaeealgudaaeeRoldafinathetespaav'bfiaiatacdlufies¢ItkaTmssOesigcrr.TmssCesiga[agisseread t0019[horllanUr. tes M ad rl erdale sorter , defin dbya[¢ t d gt d¢p¢ anh¢g!y Dpa txsta I ed Ib r sD sg Fap. c I, knHke@ Dd.g Da,g re L¢s,iyf ®Fng eer(¢ oayb'IGay. All (¢prteGtd tams ore es defied in Rl-I. "` "" Orlondo, FL 32832 • •;;••••ToprngMCE'1QISAIt. ¢stir¢sce;ManuelMarinet,P,F.;9apmddwnofth1daeumed,,n¢7,fdim,nprchib,Ie4xAh,rnl(e,permnsionhamAlA¢oFTniiu} ManuelMa(liher,P.f. Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717296 63357 Al2 Jack -Closed 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:06 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-yymLr7lmrgCVYcQvCNyG1 UgnOvYNFwOUdHfyOzzegGN 1-8-0 i 9-2-7 15-10-11 i 22-9-10 _ + 1�8-0-0 7-6-6 6-8.4 6-11-0 4.00 12 5 Q11 4 �' N 3 W6 li 5x10 \\ 2 W2 j2 160 I ptg 1 1 11 10 9 8 7 Dead Load Deft. =118 in 1-8-0 14-0 1-4-0 0-4-0 9-2-7 7.6-6 4x4 = 15-10-11 6-84 2z-9-10 s 11-0 Plate Offsets (X Y)— 12:0-3-4 0-2-0] [6:0-3-0 0-2-41, [7:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.10 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.22 8-10 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 135 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W11: 2x6 SP No.2 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 11 = 1349/0-8-0 (min.0-1-9) 16 = 1111/Mechanical Max Horz 11 = 463(LC 8) Max Uplift 11 = -509(LC 8) 16 = -504(LC 12) Max Grav 11 = 1349(LC 1) 16 = 1111(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-538/35, 2-3=-2129/1123, 3-4=-1229/587, 4-5=-1058/606, 7-12=-652/880, 6-12=-652/880 BOT CHORD 1 -11 =-92/627, 10-11=-822/671, 9-10=-1609/1916, 8-9=-1609/1916, 7-8=-887/1075 WEBS 2-11 =-1 333/1263, 2-10=-790/1294, 3-8=-927/796, 5-8=-254/522, 5-7=-1281/1055 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=509, 16=504. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard i1 gW aQma Wyr eMe Y13UDniU'SFSj'RLLEC}GIAr/All[IVSa(CrD171DNSfUS"CY@jIUI[IjAn;XCrilED6EYiM hrm.. Ye drdergo paa cl-so dieof oalaa litlmu Dnigebrcsiag;iD]l oadtleYnonel9wf n,P}, pefereare iEeel iefora ne. Uden o+3eniu ented oot6e lDD,aoty I Q reNa aedoipiakad UEwudfor tM1e IDDlo he cfd doq+ro}Oqg Fog neer(4e Sp naityt gneel€M1euotazoylbD rep eoen(o of plew ll p nuaial p ig,�-pa+ih7dyhr thedeipn of the iiegieTmx deeded a a d:eTDD oety,We' TPI-1. the de4gaotsmp=no.lmdag mafrthm, MANUEL MARTINEZ, P.E. o lakl'rtyan{�ieafttioi nior eiry¢oddiag tMeretp000 trEip afthe Uane+Ih.Cme+FaulharpedAgenle tEe Bale pbei goe i Ik raafetic lel¢C. he I141M1etoml Sm+Geg mde nadfP4l,fheappe"I of4e 100 aad.ay Felduu dIf, 1,.%iodid'ng 6aadUag, If 1,; imIchtiotoad.1nal, oEoli het' #0471RZ `'t iaop n551Ry olv4r drgD ugnerorA [o imd AU roln ul on ethe ND aad+5e ptemu+and gv deEoe olfh¢leiag L^mpoe al5alery lnfoimenoa(¢nQ po66tM1idtylF ordlhdere relttnttd ht gmerotgo'daou. IPa deram If, teopomibdiks aade6m.1Ion DmgmI.. ngo fnginer end • hDiDi10019 Chorllon Cir. •1 asoY o(tlerN aieuolier ed fioed§yaioatrad ig-ed opoamrolagly llpat si ri ed@T oG ugat gu-ikDltM1e@Jd gb griLuo Sytl nta;taee fd uyi d£g. AD (apuafiTedtamwtemdegaed'w1P41. I (opynghl rE'1�i5 0. l tootrrvsw;; Manual Matinee; f.E.• 3apood.mcn ohhis dowment, m d.y fern of proM1'6iied alifi rngen pzimuo pn hom A l foolTrusus; Monppl Moi!ineT, P.E. Oflnndo, fL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 A13 Half Hip 1 1 A0717297 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.cwm Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:06 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-yymLr7lmrgCVYcQvCNyG1 UgnwvWQFylUdHfyOzzegGN 22-9-10 t 1-0-0 _t 7-11-11 15-10-10 21-10-8 2,2-6i2 ! 1-8-0 1 6-3-11 7-11-0 5-11-14 7- 0-3-8 4.00 F12 44 = 3x8 MT20HS= 1-8-0 14-0 7-11-11 15-10-10 22-0-2 22 9 10 14-06.1-11 7-11-0 8-7-8 04-0 Dead Load Defl. = 3/16 in Plate Offsets (X,Y)— [2:0-1-12,0-1-81, [6:0-2-0,0-2-131, [7:0-3-0,0-3-01, [8:0-1-8,0-1-81, [11:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.12 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.31 9-11 >806 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.07 17 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight: 133 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 12 = 1348/0-8-0 (min.0-1-9) 17 = 1112/Mechanical Max Horz 12 = 453(LC 8) Max Uplift 12 = -512(LC 8) 17 = -500(LC 8) Max Grav 12 = 1348(LC 1) 17 = 1112(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/0, 2-3=-2223/1215, 3-4=1269/606, 4-5=-1160/620, 8-13=-670/897, 7-13=-670/897 BOT CHORD 1-12=-5/380, 11-12=-635/481, 10-11 =-1 712/2029, 9-1 0=-1 712/2029, 8-9=-906/1101 WEBS 2-12=-1271/1099, 2-11 =-I 081/1656, 3-9=-980/851, 5-9=188/514, 5-8=-1315/1082 H81f 061 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=512, 17=500. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard it* ryfl tb;neiMi tb A4k001IED518rSEttn gNdxlq MSl(CtlDnIDNi (05108nI pkUe[I)IfYXOri806EYn1 to Ydrd:g p-a Iis d7 od h th huu gouge 0rnmg',(DOJ oadfleH aadUatlaet,Pi. kehrc¢tt SbeA kefo:one. Udse oLierciu vmed ae tde ND,anh �k lhm edo pi¢u>sk Ube milt 1M1e'ODrobe eetd Aid It n....... eei(e.,Sp snily[gaeal the ua aoa_prDDrep neah¢n¢n.ptp m¢r(he prokMa:;al eng renkg gsp¢aidSdybr rbe designafthe ungieLuxdepided ea tM1etog aa¢,ander tttL lA<desige assump:msaeadag mnddha+, MANUEL MARIINEZ, P.E. ¢1¢t+hspard uirthnlruss larmy Bu ld ages the mp¢_sbiryotthenm r'tti Cia reauth r¢d gem ar tEe ridany0 rpn:r mMe taateaYc"h<Ilr thdiB4Meldmlk �dag rode uad R41.@e¢pprtao!¢f7haTODand mt 5elGuse aHkeLos+,inrkdnp Auadpap,umage,s¢stalloli¢doad h¢tiag, sEail ba the #047182 I : :iesp n+r fiy of tAe ra dmg g s g erad f¢etretlet Mlaole ul aal,etdeND aadue ptamtes ead gu damn atih Gde eg Gmp¢¢ealSulery inl, tm oaI60QpabhshdhytPtaadS6U me Mermted hr 9—d pid—. IM d6aes Me re+p.Wb.T&es ad blindM,Toss 001m tans Design Gyi-, nd i1at+M odaua ei uaie sober ed fined hyaGal an¢gt;edaponarrtugky allpa+sLeai:d,lE¢TrosgevgaE+g�;Yi AgitF B1Gtg Doug er rTitisl lereG aesf+, rct baildig. AD Gp'n¢Dtedte�ms oreas definedio RFl. I00I9 tIi0(ItnO Gr. Y g Orlando, Ft 32832 :,,,(apyngM1r�'t015A;1Rc¢ITrossel;Mdned Matl aa[P.P.;Reptod th"notJhi{dawment mgnyfnm, Is pr¢hibu¢d rilM1 rotten pgmission hpmtl,I Ra¢I trusses Mo uelMarlipet,RE, Job Truss Truss Type City Ply Std Pac/6510 El B A0717298 63357 A14 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:07 2016 Page 1 I D:zB DSe h5DxBa Epif4?9vMytk9q-Q8Kj3TmOc_KM91 ?5m 5TVZhN_DJg6_UQerxPVYPzeg GM 7-610 14-7-2 1_-10-8 2- i1-10 180 29--2 48 = 5x6 = 4.00 F12 6 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0,63 Vert(LL) 0.14 9-11 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.42 9-11 >607 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.07 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 12 = 1347/0-8-0 (min.0-1-9) 17 = 1113/Mechanical Max Horz 12 = 412(LC 8) Max Uplift 12 = -523(LC 8) 17 = -488(LC 8) Max Grav 12 = 1347(LC 1) 17 = 1113(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-412/15, 2-3=-550/163, 3-4=-1797/1025, 4-5=-1687/1037, 5-6=-552/286, 8-13=-802/1025, 7-13=-802/1025 BOT CHORD 1-12=-44/447,11-12=-1754/2001, 10-11 =-1 046/1225, 9-10=-1046/1225, 8-9=-345/456 WEBS 2-12=-506/671, 3-12=-1693/1200, 3-11=-494/619, 5-11=-353/622, 5-9=-1061/960, 6-9=-538/846, 6-8=-1093/815 WEBS 2-12=-506/671,3-12=-1693/1200, 3-11=-494/619, 5-11=-353/622, 5-9=-1061/960, 6-9=-538/846, 6-8=-1093/815 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=523, 17=488. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Dead Load Deft. =1/4 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 141 lb FT = 0% iv g Firaudau myre a the lllWilinSS6('SFiI(1-4 CEinAIInYSd(GkgnlCdi iUSiCllEQriUfnjl(YNGYAFC6CYEkt hm..V„�fpd c9 p, p tle�to di Boole f% Nu gr4ge 0,3;,M)end ltt lh—lkmf .,P3. hrerrart ihm tdortau. 11v4u.15 rite sherd oe th, NC, only �Yrek mnne<Ipi pea(dr sn ll be used im tM1e'CDmte rcrd Aialr ages.9i neeijt gps lly[g-eetlM1 l:;ey iDC psm noa.pf eolltp -;loni rg ne<i nglnponsih7tyhrtkedn go cfthe singleLun drpided an lteIDD amy,ontec ipVl. the dedgr m5rmp!rocy ltnd ngrerdmanr, MANUEL MARTINEZ, P.E. ,ftbigatd in d ff" l s'16'.1 hldinjf&the bspombhty.1Ili Gwnrlh PenrrriiiW dngtnle0eh IngOi$gne idot mmego ie X hirXthi lomlbddd grade hod W. the oppwtol afMe IDGmd aay nolCoumthe Loss,'ndodag hand[ng, nomgt, imVdorn and bmdry, stall be it, #047182 I^i pnstrny dtte du dngD sgaeraod tom oa AG rote ulofnthniGG endfSe prccncn aadgo eel nts al@&k,g[pt iki It lnlsmn n(Bn4rhC hedhylPlordSi(Ane uhuaud hrgenttti goidaatt.fl:I defaeo 16e respoasih3nitc and dnrimolffia Last Desigrealmu Cesigo [vgiuermd 10019 (horlton (ir. 1 Yaa l e a,wle s they edekedtp (a hom(gree pp nm rl—d 11 ...m :d lhei fpa gn fog gier ieh0lttgpeug ra Loss Sy ¢ [ngpb n� g. i0 (aprteGmdfams oremdefud'w tP41. .;,(opynghl©i�IS,A,I RoolTrvsses; Mengel Marl.nti, BE.,iapmd tt on of Ihii damme i m my form, n pmh bled with vrd(e pmmiision from A•I Roof Uuius Monuel Marhpbt, P.L Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 A15 Half Hip 1 1 A0717299 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:08 2016 Page 1 ID:zBDSehSDxBaEpitf4?9 vMytk9q-vLu6GpnONITDnvaHKo_k6vv4vjBZjpYn4b824szegGL 1-8-0 10-5-1 17-10-8 22-9-10 8-9-1 7-5-7 411-2 3x4 = 4.00 12 5x8 Dead Load Deff. = 3116 in -_ = Sx6 = 4x4 = 3x4 = 3x4 = 3x4 = 3x4 =1-" 14.0 4-0 04.0 10-5-1 8-9-1 17-10-8 7-5 7 zz-s 10 a-11-z Plate Offsets (X,Y)— [1:0-2-0,Edge), [2:0-3-4,0-2-01, [3:0-3-0,0-1-01, [5:0-5-4,0-2-8), [6:0-3-0,0-3-0), [7:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.31 10-11 >823 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 11 = 1350/0-8-0 (min. 0-1-9) 16 = 1110/Mechanical Max Horz 11 = 370(LC 8) Max Uplift 11 = -539(LC 8) 16 = -473(LC 8) Max Grav 11 = 1350(LC 1) 16 = 1110(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-669/95, 2-3=-2073/1191, 3-4=-908/490, 4-5=-789/512, 7-12=-697/944, 6-12=-697/944 BOT CHORD - 1-11=-249/781, 10-11=-836/781, 9-10=-1508/1849, 8-9=-1508/1849, 7-8=-590/763 WEBS 2-11 =-1 375/1408. 2-1 0=-674/1071, 3-10=01295, 3-8=-1213/1020, 5-8=-352/621, 5-7=-1126/875 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 11 =539,16=473. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard !� g FI 1Eq yMyr dt6e AldDDrld0lfffl'SFIIU-t DEV(tll(Ipkf tCGADnIDd NSNY.IX rBDYa11IXN0riYD6(YEM Fa 9 fl des ynpart-tle�sotd end Dort oo lUsLtss Dedge Droning;(DD)otd!Ee k�oetlYnrha,P.EPe!ertnrofExtl kehrn o<.n Dnless m5<rrise doted on!M1efDD, only s t�T Yranedo phtepfAolnenf dfor the O fo 6etdd Afelms gn fngeertt fp wily(ggderl lM1e po(odaiy�R10isMwt odfptonro el nqp *—'engrt inepeipaeubiflFhrtkt design dthe 'ingleLmsdeptded ca the rDDonFy, ender RAl. lhdeigu ancnip.:on,htd'ag roadinom, MANUELMARTINEI, P.E. 'unnhfAyoM cse'clt6itirofsler myroid agufAe eipo sALryoJtAeOmr lhoDiaersoolhwndsg Mn the Bala pDnryoe mde roA tld tAflr(.the tr4Poehalh dug nde nad rPl-I. lht opprcrol of the iDD and nayeeldnst of Relros+,mdndnghatdC�g, tbrtge, ies(ollnuoa and hrodog, sknD hefhe #0471R2 ispts5d"1po1f3eradcgDesgoeroM(ooDad Atlrahtefotlied�e.IDOnndtlep!nn<eswdgadeFnno(IhBifngt ponntkhfylo(tmofon�6(fl}p6DshedhyfP(arA3Apnetdernredh!genttolgu•daea.(P4lddinatM1empoa!ro3fiesa¢ddufieto(1htLa!sUerigrer.irvssgtigo(ogiatermd 10019 (horlton (ir. �ImtsYwddf t ile t6u udefittd5ya( Dnd gr i poaa rutg hF D@o!..... r...... .. ... rngd t.D. ..l.... f�q«orlm Yyel bFngm er(pr drc/h ddvy.AD(apitc(uedfeimsmtot deGnedin lP}I. Cop yrig6t(&'20159•,I,rootlr, sse Memel Mod net P,E.;dopiod.gmn of ihiiAawmenl, many fd�m, is prehibddd vrpfi inllen pzrmission irom q l Roof Tru+ses' Monuq{Mdrline[, RE U(IOOdDr FL 32832 �-k Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717300 63357 A16 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:OB 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-vLu6GpnONITDnvaHKo_k6vv6bjDfjpin4b824szegGL 1 8-0 94-5 15-10-8 22-9-10 11-0 7-8-5 6-64 6-11-2 on'. 0 4.00 12 5x8 = 3x4 = 5x8 = Dead Load Defl. =1/8 in 3x4 = 4x4 = 3x4 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11 = 1349/0-8-0 (min.0-1-9) 16 = 1112/Mechanical Max Horz 11 = 329(LC 8) Max Uplift 11 = -549(LC 8) 16 = -463(LC 8) Max Grav 11 = 1349(LC 1) 16 = 1112(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-557/76, 2-3=-2125/1273, 3-4=-11971722, 4-5=-10981741, 7-12=-561/828, 6-12=561/828 BOT CHORD 1-11=-175/648, 10-11=-697/648, 9-10=-1537/1911,'8-9=-1537/1911, 7-8=-798/1055 WEBS 2-11=-1335/1315, 2-10=-843/1267, 3-8=-963/825, 5-8=-274/535, 5-7=-1197/912 CSI. DEFL. in floc) I/deft L/d TC 0.79 Vert(LL) 0.10 8-10 >999 360 BC 0.55 Vert(TL) -0.2210-11 >999 240 WB 0.99 Horz(TL) 0.07 16 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=549, 16=463. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/i' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0% A eg Please lb-ahly,e,lw 6e'41tDDflgusmn gLLrt'1GENRAtfyt4fSCCkOnIDN a.Sheol heforease. Uvlessmhenisontedea beND,anty ANP.E. �47<km nMur plore, shnOh mFdea lhc'DDrobe dd AwLtDagnfnb.aeer[a Sq Iry.(g_ lA sin! oni TRD i Or nhp of Slhep_o,e,sidn long neeimpig(poaAhln)•hrtleeci gn afthe singleLuss depinedcnthe tDD ontY,andet RLL the desipamscmp.:oas,laaa:egraaamaa,, M UEL MARTINEZ, P. ,61.bdynd a,ief ll,i,doe soyrudding.s$bed,poubLry Oil,Nne.ilGUesasaliasmdaj,ijii Noolong Designeenthesomimof6oIf( t iW.the ta[albo.fig lode bad fNKMeoppmol ONTOD and any Wd not of the ho,,,:ndud ng hoadi'ng, slomghiWAn(ua and brodag, shall be :he #047182 ! ; ;rz p nsaYryofiSeNa.G gD sg wM(onhatl Vlnot ,N a nthpmD.naraepmmsesandgoaJ[rn , Itl E,lemq[ mpor nssefarylaloimaeanj8(SQpilh,hed6flP andi6(Iveeeltteaeedhrgeoemlgadoau. IP4ldelmeslhnespoanbdiAetoaddunesonto6sssgesigaee.&msDesigo(eginarrnd 10019 (horltan fir. Im,Waetf i7lesot6v odefi edhya(anm 9i-ed pom,Ymg ky allpat s.si d.--Thepus&,gnfngueeeBhDptl itl3 gO vg ee?rlassfysle Gg ogsS ihDFag. IA (opueYuedlvm, ue mderiaedio MR Copyrtght'S?i01f Adtoot Gosias; Mdnupl Morl:na}. P.F. 9opiods6on of thn dawmem, m oe/ faim, is pieki6iled ejlh willen jetmissioa from Ad toolTrosseS-'Manuel Morpner. P.F. t)f10nd0, FL 32832 Job Truss Truss Type QtV Ply Std Pac/6510 El B AO7173OR 63357 A17 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:09 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-NXSUU9ne8bb4P39TtWVzf6SJi6XNS1OxJFucclzegGK 1 8-0 8-3-8 13-10-8 18-2-5 22-9-10 1-8-0 6-7-8 5-7-0 4-3-13 4-7-5 �1 0 3x4 = 4x4 = 3x4 5x6 = Dead Load Defl. = 3/16 in = 3x4 = 4x4 = 3x4 = 3x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* WI: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 11 = 1348/0-8-0 (min.0-1-9) 16 = 1112/Mechanical Max Horz 11 = 288(LC 8) Max Uplift 11 = -558(LC 8) 16 = -453(LC 8) Max Grav 11 = 1348(LC 1) 16 = 1112(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-441/52, 2-3=-2163/1338, 3-4=-1459/931, 4-5=-1300/953, 7-12=-641/945, 6-12=-641/945 BOT CHORD 1-11=-90/508, 10-11=-544/517, 9-10=-1551/1961, 8-9=-1551/1961, 7-8=-676/894 WEBS 2-11=-1283/1223,2-10=-1011/1459, 3-8=-736/662, 5-8=-416/609, 5-7=-1155/907 CSI. DEFL. in (loc) I/deft Ud TC 0.70 Vert(LL) -0.13 7-8 >999 360 BC 0.64 Vert(TL) -0.34 7-8 >751 240 WB 0.87 Horz(TL) 0.04 16 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=558, 16=453. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Y:" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 127 lb FT = 0% M gpl tho yhlyr the-A=1 PDOnPDfSff(KFIIEi}qli[u0l6.Sir60316N5[USSCHFP(IU5C11 AIXNC14lE66IPftl hra Y'dy dmg p 1i dl daia lhsT-Dedge6m.mggBD)oedlke flannel Mod-J1.Peterro eSheet Emon ose. Vole. otb-ise mled oethe TBD,. NTH rlorpl?iepstllheuudiwlf,e,DDloherordAtipiras6ergrfC.eeijeSguelly7og�QlM1euaonp-yNBrtprnmsnnattepfcocerFlke,pokisioaalegmnl6gipaysihLtyMthedeigndMniayleLoadepidedmMeIDDonly.an&rry4l.Ihedeugaonrmpeocs,Imdagtevdnines, MANUELMARTINEZ,P.L m it i I 6"0 _ I e al ik Tro t n da M10 div r r iesoll tia a;in hit e udadNy erdite i{14sLos to wyBu7d ag sther ipaeuh:MyntM 6rmrth Ome semh ued ngemr M t Ic g6eegae ikr a o• el CMeIPCMeIa Ih td cyrodd uad lP41. @r appreed of Me iD d¢ty eCus a s, du g r ydo ng, a naodh B.s be #04]192 f iponeflyF3BodrgDsgserood(onlmrt AilnaletelodmMeIDDnndiSrpruhtesaed;uideronhllM1eGdcg..pore....rylnf,rmanon(enl�phrihedbyRlondSP(Aeredaea«dforgenral9uidoere.iP4ldetinrsNnespoubdifiewcdduhasotMcTnu6erigear.imu6esigo[ogneerend 10019(h6ritan[ir. �FossMneftl i le Met udfioedhya[ loll agr dponmrt lu. .. Opo txti'rd dr6ei...... Ergue s...... B.t icg0 g. ....s. ........ g rdJli/haJCwg. Ag (apimLndtmmtme rs dehned in (P41. foppighl^E fi1S;0i1 PootTro'ssei Mdnuel Marl net, P,E: CeplodApoo dhM1ii dowme 1 inpoy fnm. t pmh h (ed wjlk.nile,pennlision trap A I Pool rmsut Mo oel Mdilinit, P.F, Orlando, FL 32832 Job Truss Truss Type Qty PIY Std Pac/6510 El B A0717302 63357 A18 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:09 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMytk9q-NXSUU9ne8bb4P39TtW Vzf6SHh6Y7SPxxJ FucclzegGK 1-8-0 7-6-14 11-10-8 17-3-4 22-8-0 1-8-0 5-10-14 4-3-10 5-4-12 5-4-12 4x4 = 3x4 = Dead4.dbd Detl. = 5/16 in 9 7 3x4 = 5x8 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.39 BCDL 10.0 Code FBC20141TP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' Wl: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. (lb/size) 7 = 1141/Mechanical 9 = 133610-8-0 (min. 0-1-9) Max Horz 9 = 246(LC 8) Max Uplift 7 = -458(LC 8) 9 = -560(LC 8) Max Grav 7 = 1141(LC 1) 9 = 1336(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-496/25, 2-3=-658/260, 3-4=-1700/1080,4-5=-155211082 BOT CHORD 1-9=-82/541, 8-9=-1534/1908, 7-8=-865/1152 WEBS 2-9=-583/784, 3-9=-1490/1157, 3-8=-412/517, 5-8=-272/503, 5-7=-1384/1077 DEFL. in (loc) I/deft Ud Vert(LL) -0.22 7-8 >999 360 Ved(TL) -0.58 7-8 >430 240 Horz(TL) 0.05 7 n/a n/a NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=458, 9=560. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 116 Ib FT = O% iY eg Fn thoiaoaFlp ci to AI400f1G0S4G(SFltfI jDENfRAL IEL45E(CYDIIIDXG (Ug'DYigt1N(Ijl(IINDri1f00FYfl:i kra. Ye drdesy p a of food nod ale aalG sl an Oesige Ore+iog(IDD)mdthe YaonelYmrnr.,PE GelereouSheel Eefon ese. Unlen ol5enise sang ee the lDD,aall Y fekm ttnfpinliiss Nb us dl Ih iDDmbe rchd. Aeol ton yn hna �i,fe Sp uoltylge 4m se r-:aepND pr M epfct 8 p;, ;_?ole gne agrtipona2;figtar de design ctthesaghLon depined en the TO adf,underill 1. The detigo oesunp`aq, lend.ag mdmam, ANP.E. lcdohTdra,A oseefMn biiii laanrruldig4?be repnibliolthe Oma 111 Wki ambn;dogeat t?04ag Dlogan intheeaaleg el-5,ll(The 114the loot W*j'6aiWIbl. The gin-lot$eTOD and any "*:aid use at the Iron, latiahg hoodlmg,Outage, imahtloo oad hra:iap, sh0 he the 0(#0471182 Zr ' ."iapansalryotih GodgOesy raadLot n tll Isar rfk..100rnds5epunmaadgodelvesofO r,Dag(emporelSalerylfor unonlBLSi}pEishedbyRIli aMSh(Aereretenendforgennalgddaan.fl4ldefuesMneapmubgirimanddafiesoRhelnnDeugrer,imnDesignragiaeertad 10019(horlton(ir. i ns YolA er dale Ma nAefioedbyo Canl tlogrea apann Itq Opor o a ai ed. pbe 1- sgedgnrngue of hDltbe G 4igkgga,! miun SYsle,14 needot-+ha lfoy.AO (apiteruedtelms arz as depaed in R41. - „(opynghlC4'. �DIS g I Bocrims{ei; Menael Mathnaz; P,F.;iuprod �mm� nithis dpwme t Ino�p fo m, is pmMbiled x li nlnen pilmuyion hum to l loot irymsn Munud morfi 10.E. OflOndD, F132831 1 Job Truss Truss Type City Ply El B 63357 A19 Half Hip Girder 1 1 �StdPac/6510 A0717306 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:10 2016 Page 1 I D:zBDSeh5 DxBa Epitf4?9_vMyfk9q-rj?shVoGvvjxODkgRDOCB K?VzWtuB IR4Xvd99kzegGJ -1-4-0 4-1 6 9-0-0 13-1-15 17-2-1 21-4-0 1-4-0 4-1-6 4-10-11 4-1-15 4-0-3 4-1-15 3x4 = 6x10 11 6x6 11 G52N LOADING (psf) SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 2842/Mechanical 14 = 2314/0-8-0 (min. 0-2-12) Max Horz 14 = 214(LC 4) Max Uplift 8 = -1184(LC 4) 14 = -970(LC 4) Max Grav 8 = 2842(LC 1) 14 = 2314(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4101/1572,3-4=-4400/1740, 4-18=-4030/1671, 5-18=-4030/1671, 5-19=-4030/1671,6-19=-4030/1671, 7-8=-400/251 BOT CHORD 12-13=-1625/3831, 11-12=-1699/4139, 11-22=-1699/4139, 10-22=-1699/4139, 10-23=-1138/2736.9-23=-113812736, 9-24=-1138/2736. 24-25=-113812736, 8-25=-1138/2736 WEBS 3-13=-552/301, 3-12=-409/527, 4-12=-128/741, 5-10=-837/534, 4x6 II wn— 3x8 = 9-0-0 13-1-15 17-2-1 -10-11 4-1-15 4-0-3 -7-4,0-2-121 CST DEFL. in (loc) I/defl L/d TC 0.60 Vert(LL) 0.15 12 >999 360 BC 0.69 Vert(TL) -0.3312-13 >766 240 WB 0.82 Horz(TL) 0.10 8 n/a n/a (Matrix-M) WEBS 3-13=-552/301, 3-12=-409/527, 4-12=-1287741,5-10=-837/534, 6-10=-705/1713, 6-9=0/429, 6-8=-3553/1478,2-14=-2115/922, 2-13=-1453/3646 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) atjoint(s) 1, 4, 7, 8, 3, 13, 12, 5, 10, 91 6 and 14 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 11 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 8 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1184, 14=970. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. and Defl. = 3116 in 1.5x4 11 5x10 MT20HS= PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 126 lb FT = 0% 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 226 lb up at 9-0-0, 233 lb down and 226 lb up at 11-0-12, 233 lb down and 226 lb up at 13-0-12, 233 lb down and 226 lb up at 15-0-12, 233 lb down and 226 lb up at 17-0-12, and 233 lb down and 226 lb up at 19-0-12, and 233 lb down and 226 lb up at 19-10-12 on top chord, and 671 lb down and 214 lb up at 9-0-0, 103 lb down at 11-0-12, 103 lb down at 13-0-12, 103 lb down at 15-0-12, 103 lb down at 17-0-12, and 103 lb down at 19-0-12, and 103 lb down at 19-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-7=-90, 8-15=-20 Concentrated Loads (lb) Vert: 4=-233(F) 12=-671(F) 5=-233(F) 10=-63(F) 9=-63(F) 6=-233(F) 18=-233(F) 19=-233(F) 20=-233(F) 21=-233(F) 22=-63(F) 23=-63(F) 24=-63(F) 25=-63(F) F! g FI s Iron hlp rc ih AIla9TiFIIsSESIYEliEr 4DENn1011k5t(GYDili bNS (US'CgareUlaj/[rYOr(I(ag(YFKI krn YerdYd sq p teiioed eod f 1hi t—hip grcring;I00)endeke@>neelilmFnn,Pi.Ye(erenreSM1eelteto:ease. UoNss oderrice stored oetbe (UU, onfr �M TeF wannhrptaesssallGe used to the NOio EeY rd. lidhs Dogefng aeei(a Spolty(ng ateQ(M1e ua on ucy lDDmprneah ana<(pfanm o3 iae pro eisioaal entnehling,eipoau3:htyhr(ha deagn cllge singleLmsdeyi1tdw*e(DDcnlp,ondn RN. The desige c—p�athad:ng rondinnns, MANUELMARTINEZ, P.E. adhLryduuititusUsl,rnyro9dagnlAereposb'D.noltM1ebmnN,Ceoe,enhsadogmelheglayaesyael7Fnmeaio'helrGThelPGthelaolhogdag(odeeadRid.iheappreaoto(fkelDDadarprelCouailhelron,a�dudaghoadrnq,slomge,ingDoliotandhadng,,haDhethe #O4Z182 --f'; aspens rrGryo(LhedudagD ugoewod(nohetln 10eole ula lmM IDD and lSe pramse, and pdthn(Ilnr adleg (.nyoeenl 51ti alasmeiiftfb kEshed bplk.;ii 516 6,rear dhr Serval guManu. R" define, 1h, respaas119,s ocd hfin d Tres, DOS., Tim Dadgn(agina and 1,ssand.dee vale sdMa7ne d, fiopd hyp Gonaaegi edapoa arsaug Lvkli por"t-1,WNT,,y 6ngo1 g.„rhN TA 10ft1D gemL;_Syl oingNee,fq varhagbog. WCephlidinnsan osderodb R41. IOOI9 Charlton Cl(. -,(opyrtghlC1015AIBoopsusS1j:MenuelMartnetfLRepiodRlanofthisimumglInnjia�m,IsprehiM1dedp11li,vnnenpnmusonrompIYooliry es MooelMorlineeP.F. Orlando, Ft32832 Job Truss Truss Type Qty P1Y Std Pac/6510 El B 63357 A20 HIP GIRDER 1 3 A0717304 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 Mf fek Industries, Inc. Thu Mar 03 10:36:12 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9_vMyfk9q-n67c6BgWQWzfGXt2Ze3gG14ruKWGfcW N?D6GDdzegGH 5 6-9 10-9-10 14-8-7 18-5-9 1 221 6 1 24-10-10 5--9 5-3-1 3-10-13 3-9-1 3-10-13 2 6-0 5x8 = 4.00 12 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL ' 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x8 SP No.1 *Except* B2: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W1,W8: 2x8 SP No.2, W2: 2x4 SP M 30 W7: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 1463010-7-4 (min. 0-1-15) 17 = 16992/0-5-0 (min. 0-2-4) Max Horz 16 = 188(LC 8) Max Uplift 16 = -5954(LC 4) 17 = -7205(LC 4) Max Grav 16 = 14630(LC 1) 17 = 16992(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15835/6605, 2-3=-16033/6785, 3-4=-14829/6333, 4-5=-14829/6333, 5-6=-5447/2333, 6-7=-5765/2441, 15-16=-14630/5954,1-15=-12366/5148, 8-17=-16992/7205, 7-8=-13732/5798 BOT CHORD 15-18=-586f792, 18-19=-586/792, 14-19=-586/792,14-20=-6386/14943, 20-21=-6386/14943, 21-22=-6386/14943, 13-22=-6386/14943, 13-23=-6497/15258, 23-24=-6497/15258, 12-24=-6497/15258, 12-25=-4901/11559, 11-25=-4901/11559, 11-26=-4901/11559, 10-26=-4901/11559, 10-27=-4901/11559, 9-27=-4901/11559, 9-28=-1161274, 8-28=-116/274 1.5x4 11 4x8 = 4x4 = 6x6 _- Dead Load Dell. = 3/16 in 10-9-10 14-8-7 5-3-1 3_10_13 -1-81,[8:0-2-4,0-2-8],[10:0-6-0,0-1-8], CST. TC 0.57 BC 0.89 WB 0.98 (Matrix-M) DEFL. in (loc) I/deft Ud Vert(LL) 0.17 13-14 >999 360 Vert(TL)-0.3513-14 >826 240 Horz(TL) 0.19 17 n/a n/a BOT CHORD 15-18=-586/792, 18-19=-586/792, 14-19=-586/792,14-20=-6386/14943, 20-21=-6386/14943, 21-22=-6386/14943, 13-22=-6386/14943,13-23=-6497/15258, 23-24=-6497/15258, 12-24=-6497/15258, 12-25=-4901/11559,11-25=-4901/11559, 11-26=-4901/11559, 10-26=-4901/11559, 10-27=-4901/11559, 9-27=-4901/11559, 9-28=-116/274, 8-28=-116/274 WEBS 2-14=-685/390, 2-13=-200/408, 3-13=-2259/5312, 3-12=-808/424, 4-12=-320/214,5-12=-2681/6279, 5-1 0=-1 75214270, 5-9=-11726/4989, 6-9=-765/1703, 1-14=-6499/15843, 7-9=-5404/12801 NOTES- 1) 3-ply truss to be connected together with 12d (0. 131 "x3.25") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5x6 = -10 { 4 I, [14:0-6-0,0-2-8], [15:0-2-4,0- PLATES GRIP MT20 244/190 Weight: 723 lb FT = 0% 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=5954, 17=7205. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1092 lb down and 473 lb up at 1-11-4, 1217 lb down and 432 lb up at 2-0-4, 1092 lb down and 483 lb up at 3-11-4, 1217 lb down and 428 lb up at 4-04, 1090 lb down and 493 lb up at 5-11-4, 1217 lb down and 493 lb up at 6-0-4, 1093 lb down and 508 lb up at 7-11-4, 1217 lb down and 493 lb up at 8-0-4, 1092 lb down and 520 lb up at 9-11-4, 1217 lb down and 493 lb up at 10-0-4, 1091 lb down and 524 lb up at 11-11-4, 1238 lb down and 493 lb up at 12-0-4, 1091 lb down and 524 lb up at 13-11-4, 1217 lb down and 490 lb up at 14-0-4, 1116 lb down and 536 lb up at 15-11-4, 1217 lb down and 478 lb up at 16-0-4, 1116 lb down and 536 lb up at 17-11-4, 1217 lb down and 470 lb up at 18-0-4, 1116 lb down and 536 lb up at 19-11-4, 1217 lb down and 484 lb up at 20-0-4, 1116 lb down and 536 lb up at 21-11-4, 1217 lb down and 473 lb up at 22-0-4, 1117 lb down and 535 lb up at 23-11-4, and 1218 lb down and 471 lb up at 24-0-4, and 1101 lb down and 516 lb up at 24-7-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 6-7=-90, 8-15=-20 Continued on page 2 l UtlUCllL1dMU LUdUS tlU) Wmnieg-Pteme the reoghlyreri.1b.11ROOF RU4SSj'SEllaj, DENEBAI fIRMSdCOgO11I0Af[USrONB¢rBOr[¢]A(G'OWICOGU1EIfl-forot¢elilydesigepmemW,tedreodoolei an thir6ossOesign DomringODD)end lAe YonoelMa,finee,Pi ¢efelean Sbeelbefineuse. thin- -i-sandt.1h, TOD.s, n only, MANUEL MARTINEZ P.E. 'Mileh mnnedor ptoles shell be used I. the TOO Is bevdd. As a lmss Design Ingineer Ox., Speriolly Engineer), the seal as any IDO represents an aaepbnce of the professional enginening mponsibilly looihe design of Me single Truss depi,ted m the IDO only, under iP41. The design asmmptians, boding mndifian sonobiliy and use of This nmsfo, any Bmlfwg is IT,espensi6illtym al The Dener,The Ownersauthorizedagoal as Designers, the mnlofthe lKthe HIT, the reedhaddiog rode and TPI 1. The appmroI oflbe TOO and any field as. orthe Tew6Wading bandfg,st.ege,innoOden and bra,iag. shofbe the #O47182 responsibility oflhe Building Oesigee,and(useezeler.Agents, selout Te be IDOand lhepmo'i,aandguideAnes olthe Building 0a,poaene Safety lefar.mine TI I) p Yinhed byyITT and Sill., for fee guidanu. IF6l debate theeesp oebONin Dad duties ofth,T..Desiga,,,Trvss Design Ingineer and 10019(horlion Cir. Truss blenufadsiner, values olbernise defined by a lanhod ag nod upon in wiling by ell Tulin, ioeobed. the fees, Design login,. is NOT The Building Designers, Tess, System Ingie,n Tar anybuilding. All CopifaDud Its., ne as defined in IPbi. lopyril l©2015 A-1 Peal T,usees- Manuel Mention, P.F. Reprodvdion of This dotumenT, in any loan, is prnhibiled wilh surillen permission tram A I Reof Trusses- ManuelMo,tinee, P.F. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 A20 HIP GIRDER 1 3 A07173d4 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altmss.com Run: 7.640 s Oct 7 2015 Print: TM s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:12 2016 Page 2 I D:zBDSeh5DxBaEpitf4?9_vMyfk9q-n67c6Bq WQWzfGXt2Ze3gG l4ru KW GfcW N?D6GDdzegGH LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=2333(F=-1217, B=-1116) 8=-1101(B) 18=-2309(F=-1217, B=-1092) 19=-2308(F=-1217, B=-1092)20=-2307(F=-1217, B=-1090) 21=-2310(F=-1217, B=-1093) 22=-2309(F=-1217, B=-1092) 23=-2329(F=-1238, B=-1091) 24=-2308(F=1217, B=-1091) 25=-2333(F=-1217, B=-1116)26=-2333(F=-1217,B=-1116) 27=-2333(F=-1217, B=-1116) 28=-2335(F=-1218, B=-1117) Noting - Please thonughtyneiew lhe'A-I RDOI I[USSIS "I TER YSA(DXDIIIOXS (MAR rBUYER ]ACOOy111DBIY(XS'Im. Wily do sign parametar and rood not as as this Is Do sign Until ngODD) andthe Manuel artiiius,P.(.let erena She at before a,. Onto Is mhenira stored oa the TOD. only MAUUEL MARTINEZ, P.E. I. monedar plate, hall be used for the TOO Io be r,fid. As a Cress Des !go Engine arCae,San dalty In on am), A sml a anyIDO repmeats an maptame of the professional engiamming respomibMIT for the design of Me single 1rem depidedoa the TOO only, adder TPI-I. The dmigo assumptions, Inoding mufainaI, milabibtyand use of this Truss for any Bud dair is the respoan3irdy of the 0.m,the 0.neis aulhedadageat ar the Building Designer, in the mneea olIf. ir(, the 11f, the lemlbudlmIrode oadTP4l. the opprmal.1the TO and any 6,1d me ofthe ❑use, including hot dgng. it an. ititillation and hmriog, shag he the #047182 ' mspombihtyafthe BuildingDesiant,and(nntrodor.AtItoleIIorout inthe TOO aadthe peoias and gnkfulaesofIhe0ulding(ampman? Safety lnlmomain.0C51)path, bad byTPlundSi(Aa,.infare used torgan, alguid®n.IF1.1Winesthe rmpasbDmesmdduties ollbe Trust Dmiga,,,I,..Dmignregion erond 10019(horlton(ir. Imss Yanalomrtr, oalessathenise delioed by a (mhml agreedupaob rr%erg hyall por0es urohed. The Loss Design fagwem I, NOT the Building Designer or bass System (agimm far may building. AD (apmliad terms me as dermed in 1111. Copyright©7015 A I RoolTrusses- Manuel Mactinel, P.E, Reproduction of this domment, in any form, is prohibited with written permission from A.I Roof Trusses -Manuel Madinm, P.F. Orlando, FL 32832 v L Job Truss Truss Type City Ply Std Pac/6510 El B 63357 B01 Monopitch g 1 A0717305 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:13 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9—vMyfk9q-Flh?JX19Bg5WtgSF6MavpydzkkrMOS W Etspl3zegGG t 1-6-0 t 9-3-1 t 15-6-7 22-1-12 1�8-0-0 7-7-1 6-3-6 6-7-5 4.00 12 Dead Load Defl. = 5116 in 5x6 = 5x6 = 3x4 -i-a-o I 1-4.0 I I 0.4-0 12-" 10-0-0 22-1-12 10-1-12 Plate Offsets (X,Y)— 12:0-7-0,0-2-01, [3:0-2-0,0-1-01, [7:0-3-0,0-3-0), [8:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.22 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.58 7-8 >422 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 118 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1:2x4SPM30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 1112/0-5-8 (min. 0-1-8) 9 = 1308/0-8-0 (min. 0-1-9) Max Horz 9 = 455(LC 12) Max Uplift 7 = -506(LC 12) 9 = -492(LC 8) Max Grav 7 = 1112(LC 1) 9 = 1308(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-638/82, 2-3=-868/420, 3-4=-1580/826,4-5=-1417/844, 6-7=-247/273 BOT CHORD 1-9=-206/720, 8-9=-1550/1787, 8-13=-860/990, 13-14=-860/990, 7-14=-860/990 WEBS 2-9=-799/1015, 3-9=-1154/673, 3-8=-553/655, 5-8=-4421755, 5-7=-1235/1088 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=506, 9=492. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yze gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Of iag-Please Nroughlyseeier Ihe'A.] ROOF RUSSFSI-SEMIG11II41RN3 A(OXDIfI0N5 NSIDNEI PBUYR]A(R0INIFOGRFNI'loan Yelifideslgo pmanetenand rend DolesmAis Loss Design Droving SOD)and the Nwvel MorNnet,PEAJe,enn Sbeol befona ase. Onlen otherwise rated an the TOD.,* With ,re,dr, plot,, shag be used for the IDD to be ,Ed. As a Truss Designlogin eerIt, Speridbyingineery the seal an any ISO represents on otteplan,, of the prefewionole,gineertop u,Feasibility for the design of the single Truss depitted to the IDD only, under TPI 1. The desigoeyssumplions, loodingnandifiom, MANUEL MARTINEZ, P.E. 'muobiEyand.—fthhTrowfar any Building Llh,,,sor,ibifidyago, 0wne01,(vast'sauthorizedagentortheBuildingDesigner,inthettaetoftheTt(,the16(,th,TonalbuildingnadoandlP6l.TheapproeesoftheIUDandanyfieldare.1theTass.mdodingbanding.storage, Wooer and hitting, shall belh, #04Z182 rcspamililiry of the Building 0aigat oad(oah,dor. AD net set eyes in the TOD and the pmdims and guidebnes of the Banding(onponet Safety lnimmuloa(B(Sllpubrnbed bylrl and SOU am rebarmsedfnr general gaidoera.Oilddefiees the usprosibdiNes®d duties of the Tmss Design,,, Trust Design Engineer and 10019(horhon(ir. Truss Nanufodorer, uninsolharise delieed bya Ionhad agreedupon in railing byallporliesmeofred.The Truss Design Engineer is NOT the Building Designer or T SyrtemEngine,,far oaybuilding. AD Enpil,Need tnnt are as defined in RIJ. Iopyrighl©7DIS A-1 goof Trusses -Mannel Martinet, P.E. Reprndudieyn .1 [his document, in any tart, is prohibited with wrill,n permission ker A-1 goof Trusses - Manuel Martinet, Pi. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 B02 Half Hip 1 1 A0717306 Job Reference (optional) A7 ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:14 2016 Page 1 I D:zBOSeh5DxBaEpitf4?9—vMyfk9q-jVFNXsmy8DNVg1 Rg358MA9AG7CZ7ejgSXbNlWzegGF 8-1-2 14-10-11 , 20-1-0 22-1-12 ' 1-6-0 ' 6-5-2 ' 6-9-9 5-2-5 2-0 4.00 12 4x8 = 1.5x4 11 Dead Load Deff. = 3116 in 3x4 = 3x4 = 5x6 — 3x4 = 3 1-8-0 x4 = 11-1-13 20-1-0 22-1-12 9.5-13 ' 8-11-4 2-0-12 Plate Offsets (X,Y)— [2:0-7-0,0-2-01, [3:0-2-0,0-0-121, [6:0-5-4,0-2-01, [8:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.13 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.35 11-12 >706 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* WI: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1113/0-5-8 (min. 0-1-8) 12 = 1307/0-8-0 (min.0-1-9) Max Harz 12 = 416(LC 8) Max Uplift 8 = -492(LC 8) 12 = -504(LC 8) Max Grav 8 = 1113(LC 1) 12 = 1307(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/33, 2-3=-650/237, 3-4=-1653/924,4-5=-1555/935, 5-6=-401 /169 BOTCHORD 1-12=-74/533,11-12=-1646/1876, 10-11 =-922/1075, 9-1 0=-922/1075, 8-9=-236/315 WEBS 2-12=-579/772, 3-12=-1459/1008, 3-11=529/642, 5-11=-398/668, 5-9=-10661956, 6-9=-557/880, 6-8=-113B/846 -NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=492, 12=504. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard wand.g-Please thanoghtyreriewth.1-1 ROOF TIUSSISI'Sntej,6ENIRICIaMSR(ONDIIIONSCOSIGAIR(BOT111 ACKNOWLEDGEMENT' In,nYe,Dy dedgepvumden end reudeotes onNisLoss Oedga DroringQDDloodtha Ymioe161mlmer,PE lderenm Sheet Defae uu Ode, wh--stated as the TOD, only CoMANUEL MARTINE2, P.E. �Cot plates shell be used In, if. TOD In ber.Rd. As a r,as, Design Ingtneer(u, Spedalry, login Me sad a anylDO,eptesems an armptonn of the p,ofessional engineering respomibiliry forth¢ design of 16e single Truss depicted on IM1eIDD oely, under IPI-I. the design as.mplions,laading rondNiom, .Oabililyand- of Ms Truss for any Building is The responsibility of the Owner, The Ownersnmbomd agent a,If, building Designer, i.the .,lastofthe lRC, the IBC, the lomlbuOdiag.d—dlPH. Theoppmr Ioft6e TODaad any had me of the Truss, indodiogb.dhog. domgginilogaNan ondbmtiog, sboObeMe #O471R2 rmp-ibiliry al the Building Defit- and[onodor. All oI[ set am in the TOO ad the p,ndim and guidelines of the Rod&a(am ponem Safety Info rmmiea(o6Opubhshad by ITT and SE[Amerefnenordfar geeemlgutdonm.IPlddehae,The ,spun sibRiries and dories of theTrns Designer, Itms Design Ingioeer and 10O19 Charlton Cir. T,a,, lodumr, unless tub-ise defined by a(omtad agreed upon in w,i6ng by as pm[,esiaeofund. the inns Design Engines!, NOT the BnDdinggedp,n or Truss SydemEeginem far M Widiog.AO(apimb,ed tens auras defined in rPld. Copyright @1OI5 A -I Roof I., --Manuel Martine,, P.P. Repro It aion of this da.menl, in ray form, is prohibited with Iurillen permission ham A -I Roof Trusses- Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717307 63357 B03 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:14 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-jVFNXsmyBDNVgiRg358MA9527ER7WigSXbNlWzegGF r 1-8-0 t 9-8-0 18-1-0 _ __ 22-1-12 r1-8-0 8-0-0 8-5-0 4-0-12 n1 c$ 0 4.00 F12 5x10 MT20HS= 1.5x4 11 Dead Load Defl. = 3/16 in 4x4 = 3x4 = 3x4 = 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 TCDL 15.0 Lumber DOL ' 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr YES WB 0.98 BCDL 10.0 Code FBC2014frP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-B, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 1112/0-5-8 (min.0-1-8) 11 = 1308/0-8-0 (min. 0-1-9) Max Horz 11 = 375(LC 8) Max Uplift 7 =-477(LC 8) 11 =-520(LC 8) Max Grav 7 = 1112(LC 1) 11 = 1308(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=530/54, 2-3=-2054/1176, 3-4=-793/373,4-5=-663/398 BOT CHORD 1-11=-119/614,10-11=-713/626, 9-10=-1520/1847,8-9=-1520/1847, 7-8=-499/644 WEBS 2-11 =-1 280/1248, 2-10=-809/1237, 3-10=0/286, 3-8=-1303/1100, 5-8=-319/610, 5-7=-1180/915 NOTES- DEFL. in (loc) I/deft Ud Vert(LL) -0.11 8-10 >999 360 Vert(TL) -0.34 8-10 >720 240 Horz(TL) 0.05 7 n/a n/a 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=477, 11=520. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard - PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 124 lb FT = 0% Warning - Please th-ollily crier lbe'A-i ROOT RUSSFSrI11E116[ARAl1RNS!(ONDInONSMIDYFIrBOltljl(CNDflIED6F61ENrlorm. Verify deugo parameters and read Roles as this Twos Desgn Drawing ODD) and the li—I Pmf—, PE,,(Rena Sheet bell,, ose. Dnlens other.. sated as the IOD, onty �MiieIt Rads, plotesshall be used In, the TOD1.besolid. Asoiwuoesign[Rginew(ie.,SpedaltyFngineer),theseslonany Too top wslot. acr,planaolthe prof esdonelengir"("gmapomibillyfar lb, design of the fm91e1wndepidedanthe TOO only, Rod,,SPIN. The desigsossumplioRs,leadingordfion, MANUEL MARTINEZ, P.E. wOubihty and are sfthis host far any Building is%ber,,p,Rdd4 of the Ornmthe Owner's outhrtimdageal or the Audding Designer, m the context of the@(, the IS(,9, Total buddiag,.do Rod Rl.T. Th, pprero1 of the TOD Rod any field ou oflbe l,oss,ioduding Trading, storage. instaOmion and bradn6. shall he the #047182 ' responsi6ldy of the luMng Designer Rod Towartar. All auto, set out is the RD Rod the praditn and guidelines of the Redding(omponent Safety Tnfarmolie.[901)pubfi,hed byRl andSBG o,er&R-ad for ge-olguidoem.TFI-I defiaes the rnpoos3Drtim Rod duties ofthe (wss Designer, Truss Design Regime, and 10019 Charlton [ir. hax NRnRiosamr, caters otberrise delined by o (amrad ogreedupon in r,iting bydl pmfies iomlred. Re its. Design [,gins Ss NOT the Building Dnigner sal Sydem [ngiaen lar coy building. All (apNuUeedterms me as def ed iu IPI-I. Copyright ©1011 A l Roal Iwstes-Nonoel Madinat, P.E. Reproduction of This dow rarl, in any form, is prohibited with mitten permission from A.I Roof Trusses - Manuel MortmeA, P.F. Orlando, FL 32832 J Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 B04 Half Hip 1 1 A0717300 ' Job Reference (optional) Al ROOF I RUSSES, FUR PII=RCt—, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:15 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-BhplkCsPjRLD7_cdEmcNuNiH_Xc9s?zphBLwgyzegGE -1 4-0 t 8-3-15 14-9-0 20-9-12 1-4-0 ' 8-3-15 6-5-1 6-0-12 4.00 F12 48 = 3x4 11 Dead Load Defl. = 1/8 in 3x4 = 5x10 \\ 4x4 = 3x4 = 3x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 1111/0-5-8 (min. 0-1-8) 11 = 1309/0-8-0 (min.0-1-9) Max Harz 11 = 333(LC 8) Max Uplift 7 = -465(LC 8) 11 = -531(LC 8) Max Grav 7 = 1111(LC 1) 11 = 1309(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-589/83, 2-3=-2002/1176, 3-4=-1049/618, 4-5=-948/637 BOT CHORD 1-11=-198/687, 10-11=-726/687, 9-10=-1445/1790, 8-9=-1445/1790, 7-8=-697/914 WEBS 3-8=-994/845, 5-8=-306/564, 5-7=-1198/917, 2-11=-1310/1326, 2-10=721/1105 CSI. DEFL. in (loc) I/deft Ud TC 0.84 Vert(LL) -0.0810-11 >999 360 BC 0.55 Vert(TL) -0.2410-11 >999 240 WB 0.87 Horz(TL) 0.05 7 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 7=465, 11=531. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and a/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 121 lb FT = 0% _ Wommg-Pleasethe muIVY -fir[be 'Ad100InUSSIS(VIIIf]:6ENERAETERMS I10WD111 DNS CUSIOICACBUYER ]A(yNOWHETTED! IT' far. Verity desigoput.0 sandreodenteranthisTrunDesignDmwiagODD)endtheManuelxattina,PEReferentsSheetbeforeuse.UnlessothenisesmledaotheTUE.only MANUELMARTINEZ,P.E Wetsmanedor plahuhcll6e used for the IDDIo 6eroRd. As a Irmr Oesign Eegioeer (ie.,Speuooy [nginaerl me melanany TOO mpreseds on Darer— of the pmfessi-I engineering respansib0iq Ten The design of the stagle buss depbmdan the1DD only, under IPI-I. The design musep i-,madmg maddiom, suuobi5ty and me otthis Truss I,, any Adding is the mraesibirly of the Owan,the (l oenherimd agent or the Euilding Designer. in the DdenaltheIR(,the III, the Intel Welding rode and VI.I. the Earned al the IDD and any field me ofthe Truss, indodinghandling. Omega, 'm0dation and bracing, shall be the #047182 rJ rnponsibility of the Building Designer andContractor. All notes set od in the ND and the predicts and guiddmi, arch, Building Campo dSafety fnfmomfl.. PCSQpubfished by EYE red HCA me remmmed W geveroISuidonte. TPl-I daft lhemrposibADmr and deter of the Tram Oasigoer,Tmss Design Eagmeer and 10019 Charlton Cir. IrassAlnnulodomr, oeless oMeniu ddinedbyoCvmrml agreed opon in ni0ng byallpodiesimehed. That Design Will— is NOT the BeildiagDesgmr or LmsSystem login Yet any Wdigp.AU Capitalized lnmsmeos defined inIPI-I. Carolhl 02015 Ad Roo Trusses -Mutual Martinet, P.E. Ieprodudion of this document, 1n any lam, Is prohibited with eniaen permission from A -I Raaf Truson s-MvnueI Mention, P.E. Orlando,1132832 Job Truss Truss Type City Ply Std Pac/6510 El B A0717309 63357 B05 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:15 2016 Page 1 ID:zBDSeh5DxB aEpitf4?9_vMyfk9q-Bhpl kCsPjRLD7_cdEmcN u N iKH XW psOophBLwgyzegGE 1-0-0 3-2-0 4-2-0 8-5 8 12-9-0 17-10-0 20-9-12 1�00 3-2-0 1-0-0 4-3-8 4-3-8 5-1-0 2-11-12 6x8 = 2x4 11 3x4 = Dead Load Defl. = 7116 in = 1.5x4 II 5x6 4x8 = 1.Sx4 II 1.5x4 It LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ffP12007 LUMBER - TOP CHORD 2x8 SP 240OF 1.8E *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x4 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4-2-0 oc bracing: 2-14 4-6-0 oc bracing: 13-14 JOINTS 1 Brace at Jt(s): 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1135/0-5-8 (min. 0-1-8) 1 = 1175/0-8-0 (min. 0-1-8) Max Horz 1 = 283(LC 8) Max Uplift 7 469(LC 8) 1 =-422(LC 8) Max Grav 7 = 1135(LC 1) 1 = 1175(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3414/2448, 3-4=-1840/1282, 4-5=-847/609, 5-6=-810/583, 6-7=-1096/802 BOTCHORD 2-14=-2696/3369,13-14=-2696/3369, 12-13=-1280/1680, 11-12=-1215/1657, 5-11=-409/370 WEBS 4-13=-528/782, 4-11=-994/800, CSI. DEFL. in (loc) I/defl Ud TC 0.69 Vert(LL) 0.4614-18 >556 360 BC 0.90 Vert(TL) -0.8014-18 >317 240 WB 0.82 Horz(TL) 0.45 7 n/a n/a (Matrix-S) WEBS 4-13=-528f782, 4-11 =-994/800, 3-13=-1 858/1552, 6-11 =-935/1297 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 7=469, 1=422. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/," gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 137 lb FT = 0% Warning - Pit.,, 1h ashly rude. the 14 ROOF TIOSSIS I'SHIOL'I G1111111 IM IS (ONDMONS (USTO11111 rRUT111 for. Verify docile parameters ad read colts at thit Ti ass Dodge Drawing ODD) and the Vacant Xmlbine4 R.I. Reference Sheet belout use. Orders olherinne stated as the 1%). only MANUELMARTINFIP.E. �Mileh cannector plates shall be used In, the TOO to be tied. A, a Its, Design [ogi....0,.,Spmtdly fngic-1 Me..clan any TOO represents an acceptance of the profession,[ engineering o,pon,ibility fir the design oithe single I.,, depicted oa the TOO only, under TPI.I. The design assumptions, leading condm.na, sunablry®daceofthisT far any Building is TherespoesdalayofTheOwns,theOwnersemhanedage,]arif,ReddingDesigne,,inMeam,#.1theOff,theIBC,Melocalbuilhagrade andTPll.theapprovaloIbe100aadcryfielduseofthehalt.includingfrndling,daege.indagefianandbracing,thanbethe #047182 r ' respam5lty afths Bolding Designer and(amrmtm.AOnolet set amge Me ROD and Me predicts and pitchers ai The FuildingComponentSolely information RCSQ published by and$81A are rtlecenred far RunnaISaidanct.TPI-I nickels the responsibilities and defies of the Trust Designer, Trust Design fegiaeer and 10019 Charlton Cir. bass Manofodecer, colorsatb-h,related by a(omrart agreed upon I. aaifing by on Tactics 1 fund. The hue OesignEngineer is NOT the Reeding Design,,a,fors,SystemEngineerI,, nay bring.AD(apimlisedfmm, a,, as defined in TPII. Copyright @2015 A-1 N[lrusses-Means] Marlines, P.E. Rep mdadian of this document, in any farm, is p,ohibiled with written permission hem A 1 Roof Trusses -Manuel Medical, P.F. Orlando, FL 32832 a Job Truss Truss Type city Ply Std Pac/6510 El B 63357 B06 HALF HIP GIRDER 1 3 A071731D Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:17 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-84wV9uufF3bxMImOLBerzonfULJvK_069Ug1 ugzegGC 1-8-0 3-6-0 4 6-0, 5 6-0, 8-9-8 12-1-0 15 9-4 18-2-0 19-20 22-1-12 1-8-0 ' 1-10-0 ' 1-0-0' 1-0-0' 3-3-8 r 3 8 4 2 4-12 1-0-0 2-11-12 6x8 = 1.5x4 11 3x4 = 3Qpad Load Deft. = 5/16 in 4x8 = 1.5x4 11 5x6 = 3-6-0 , 4-0-0 , 5-6-0 LOADING(psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x8 SP 240OF 1.8E `Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B1: 2x6 SP No.2, B2: 2x6 SP 240OF 2.0E B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (lb/size) 8 = 3462/0-5-8 (min. 0-1-8) 1 = 2767/0-8-0 (min. 0-1-8) Max Horz 1 = 241(LC 8) Max Uplift 8 = -1617(LC 4) 1 = -1220(LC 4) Max Grav 8 = 3462(LC 1) 1 = 2767(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11814/5439, 3-4=-7269/3358, 4-5=-5831/2736, 5-6=-5831/2736, 6-7=-3138/1473,7-8=-3184/1506 BOT CHORD 2-23=-5415/11491,13-23=-5415/11491, 13-24=-5415/11491,12-24=-5415/11491, 12-25=-3262/6945, 11-25=-3262/6945, 11-26=-1517/3230, 26-27=-1517/3232, 10-27=-1518/3233, 9-10=-151/356, 6-10=-2229/1078 WEBS 3-13=850/1929, 3-12=-5073/2399, 4-12=-1346/2951, 4-11=-1372/666, 5-11=-301/211, 6-11=-1521/3244, 7-10=-2047/4359 8-9-8 12-1-0 15-9-4 CSI. DEFL. in (loc) I/deft L/d TC 0.71 Vert(LL) 0.3313-17 >775 360 BC 0.47 Vert(TL) -0.6113-17 >411 240 WB 0.55 Horz(TL) 0.35 8 n/a n/a (Matrix-M) WEBS 3-13=-850/1929, 3-12=-5073/2399, 4-12=-134612951, 4-11 =-1 372/666, 5-11 =-301/211, 6-11 =-1 521/3244, 7-10=-2047/4359 NOTES- 1) 3-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QtAb) 8=1 617, 1 =1 220. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. PLATES GRIP MT20 244/190 Weight: 430 lb FT = 0% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 917 lb down and 438 lb up at 84-12, 500 lb down and 246 lb up at 10-4-12, 498 lb down and 261 lb up at 12-4-12, 498 lb down and 261 lb up at 14-4-12, 498 lb down and 261 lb up at 16-4-12, and 498 lb down and 261 lb up at 18-4-12, and 532 lb down and 277 lb up at 20-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-7=-90, 14-18=-20, 10-15=-20, 8-9=-20 Concentrated Loads (lb) Vert: 12=-498(B) 23=-917(B) 24=-500(B) 25=-498(B) 26=-498(B) 27=-498(B) 28=-532(B) wooing -please thoroughly rerinthe 'A-IIOOfTIUSSISrSMH'lGINIRAITRASA,(ONDIIIONSCUSIONIRrBUY(11A(BNDYUDGEMINI'far. Verify design pmometersandseadcolor a,Ibis Lo,sDesign Dctaitq IDDlondtheNmoelNmfineyPErefemnoSheetbeforeuse.UnlessothenisestatedootheIDg,anly MANUELMARTINEZ,P.E. M M rvnorder plot,, shall be used In, the TOD to be rood As a Irv,, Oesiga logineer[an ,.,Specially freeeer), the seal as any represents moeplante olthe peofe,sioeoI engineering rcspanriM1iry ter Me design of the stogie truss depicted an the IDO Doty, under 1PId. The detiga assamptiaas,loadmp mnd,Nans, ,u9obBily and as, .1Ibis iron for any fading iIS, rmpeasibUdy of the 0aron,the 0m(..lbariredagoal orthe 1.0ding Designer, in the mntol al the lIRC,the III, the Intel building ad, and TPH. The approval of the IDD and any field use of the lrvu,lnduding b®drag.charge, iostaBmiao cad bmeing, eho0 be the #047182 A r,sple,rhifiryaltheBuildingWIS.,,andConbmt.,AOcolorset.mintheTDDaad[bepraaicesoadguidon..,oftheBuilding(ampane'dSafetylnformmir.itpubGthedbyTPIandSICAareoferenadfarSteralSuidanre.TMdents,th....punwWrimanddefiesoftheTrunDersillTrussDesignlagiaeerand 10019ChorllonCir. Truss Manufatlarer, unless &-is, Miced by o Earned agreed upon in ui0ng by all parties iaroNed. The Trust Design blue. 1, 801 the Bedding Designer or Iran, Syshm logics, far og lcrilding. All (opiloWed Inter an. or defmrd is IP61. Copytighl02015 A -I Real Trusses -Manuel Marker, P1. IT produrlian of this dincon nl, in any farm, Is prohibited evilh written peeminian from A-1 Roof Trustee - Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type Oty Ply Pac/6510 El B '63357 607 Half Hip 1 1 �Std A0717311 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:17 2016 Page 1 ID:zBDSeh5DxBaEpitf479_vMyfkgq-84wV9uufF3bxMImOLBerzonctLEGKwz69Ug1 ugzegGC �1 -4-Q 6 4-10 13-0-3 19-7-8 ,21-4-0 4 1 4-0-0 6 -10 6-7-10 6-7-5 1-8-8 5x12 = 4.00 12 4x6 =6x8 = 4x4 = 5x6 = 3x4 11 3x10 II LOADING(psf) SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 11 = 1314/0-8-0 (min. 0-1-9) 16 = 1097/Mechanical Max Horz 11 = 434(LC 8) Max Uplift 11 = -502(LC 8) 16 = -491(LC 8) Max Grav 11 = 1314(LC 1) 16 = 1097(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2007/1037, 2-3=-2280/1384, 3-4=-1703/919,4-5=-1595/931, 5-6=-394/130, 6-7=-266/202 BOT CHORD 1-11=-1141/2067, 10-11=-1830/2067, 9-1 0=-1 100/1302 WEBS 3-10=-613/711, 5-10=-255/542, 5-9=-1265/1093, 6-9=-299/398, 7-9=-815/1133, 2-11=-931/1038 CSI. DEFL. in (loc) I/deft L/d TC 0.94 Vert(LL) -0.1510-11 >999 360 BC 0.77 Vert(TL) -0.3910-11 >644 240 WB 0.77 Horz(TL) 0.05 16 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=502, 16=491. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 613 Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 144 lb FT = 0% Harniry. pIi¢!e tfia�o•u fily inrhe 1-1 iODfliUit6j'SEttfp } 6[Nrilt I[i1i k i0YDI11ON5 fU5'OYatiUlrr)1IXNC'YtED6t➢FM hra. Ye dydn g paamd a aad reM rules r istuss OeGgeOrning;NDj¢ad t& Yaoeel9.mlir„P}. Pdere^u Sheef tetom me. Uohn m3emu s!ared o¢ t6e IOO, only g feiro ned¢r plareisE lfbe ndfiv A,ODt¢ be Id';hsplms O-g[5eerhe-ip n¢Iry (ng.-e ll lh ua n y1D0 p!idsnmpfea fl e�oeislti»le gnenmg inpmdb;Glyd¢rlEedesign¢tthesiogleLou deptrted eo thafDO anly,onder lPLl. the desige mump^ans, Innd.¢g ro�daiam, MANUEL MARTINEZ, P.E. ulal.ley adCsedthsr 06 my ealikiis Me«spo. viligoftbeOmerlh Oanr au7hariiadayentodee liirpj dp¢e aIf, m^held{hell( heKtbeldmlb deg We badTPN,rbeapp-1ofthTODaadoarFieldos¢aHheIran,adadaghnd[g,storage,intaUalinondbrocag,dollhehe #047182 ' �rnp ns3lryol r^e eoidcgO sg¢er irA toot odr AD aoln ul a,d lat6¢IOO aedtye pad�us mdgmdel ne ¢fth a ldingrampocealkhly lal¢imea;ajq(QpehrfiiA 1plandifire;me reteu¢red hs gennal gu;daaa 1P41 dafmn merespo¢sibLriew¢d dufies oflheTr¢ss Desigrer.Tmu Design f¢giaeer and Iuss0 lad 10019 (horltan (ir. i;mle sorter. defined by (o laC agr dpnm ilugyll poe sl rat d TheT sD dgnLgs-ei hOTtbei ddagD g rrL siyf [gme f �b dF ciG (apimG:¢dleirosau os deDoedia lP41. :; r^prnght(6'.2QI$AEI Pool iiosses;Mensal Marl nei pei.mmsn m AIrpolTruss•Mo lMphner, Ppenddontllhit mfm, oOrlando, FI 32832 A Job Truss Truss Type Oty Ply Std Pac/6510 El B 63357 - B08 Half Hip 1 1 A071731�2 Job Reference (optional) Ai Ruur 1 Kusses, FuK 1 vu=Rct, rL 34946, designgattruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:18 2016 Page 1 0-4-0 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-cGUuNEuHOMic_SLCvv94WOKgzla_303FN8ZaRHzegGB i-1A-0! ! 9-0-0 18-0-0 21-4-0 ' 1A-0' ' 8-8-0 9-0-0 3A 0-4-0 _ 7x14 MT20HSII 6x8 Dead Load Deff. =1/4 in 4.00 12 5x10 = 5 6 3x4 = 5x10 \\ 4x4 = 3x4 = 3x4 = 4x4 = 21-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 8-10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.41 8-10 >611 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.07 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1341/0-8-0 (min. 0-1-9) 16 = 1070/Mechanical Max Horz 11 = 400(LC 8) Max Uplift 11 = -526(LC 8) 16 = -466(LC 8) Max Grav 11 = 1341(LC 1) 16 = 1070(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-618/65, 2-3=-2102/1182, 3-4=-706/291, 4-5=-565/317, 7-12=-889/1096, 6-12=-889/1096 BOTCHORD 1-11=-1621707,10-11=-797/707, 9-10=-1557/1885, 8-9=-1557/1885, 7-8=-429/551 WEBS 3-10=0/320, 3-8=-1442/1214, 5-8=-322/638, 5-7=-1167/913, 2-11 =-1 309/1310, 2-10=762/1180 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=526, 16=466. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 144 lb FT = 0% ri eg Ple utbo hlYr a Me A19D0ni!RSd('S(((Up,p( 11 ­ NEUl1ILU58(tlkDITIDN-(US(DAt9rgllPn'I IOfN0Y11EO EM Poa;Y Qy der ynp e( suvdeude feo O+Luu Deige D,cring.,MO).adtk@aovelkmfnn,P1.1,1 mSheef Eeto—, tl.1—them-wdooth Ng, onh BTk a pL!aODbeered( thtT00abt,,pdkg+gtrosperggF g._rte.Spanllp(ng e!L the reolaea_T phepraob oapfccp Othepohiudule gUeningleipooriELryNrtEehep dthe ugf,T,.,, hod mthe(ODulp,Wa Mr. the des(gom—proo, bkq eovdit(one, MAN EL MARTINEZ, P.E. eedol Gerard cin �fth!,L sr for eaf Ou'Idiag sthe e,p+i7hryol>he Omn-lhDeoetiolha(ued ogpOfer to O!It!90e+.poe rthe ro!ddublPoNr4ttre lE61he lomlbdgcodd nod RFLpOe opprcralolfEe IDD oodoerielC useanbe Uoss,ildaCag headpng, doragq,es(ollelioa oad4odng,,hall be;Oe #047182 !c.•.resp oshrdr oltae rm fmgD ugaermd 6ohaec dU aof of asrhemD ndeie tre,hea and gmdn(ne offh G1e g( poelk(efy lalo,me�oa(r(SI}pohf hednylPloMSfiUne etaeattdhrgenaal ge�aatt. iPtl darinesMerespaaub3diet aad dunas oltha mass Oerigx,.Tm Daign(agiaeer and T mtlL ovf awet _lenothe +ed Mcd bye(ngl ad agi;ed opoom, La II .,v ltd NT'6 9In +eerl+AOTtts 44fu tiv a' LO(,a(aoe ,f o baae. do(e Dkc:ed(am+area+Mindi(01-1. 10019 (horiton [ir. ...,...,,',.. ....O �P ..@. , .,. ....9.,.9..,.. , ..., g . 9......, Y. . 9..,,.,..Y 9 P •'7,(opy" h((p2015 d�l 9 of➢cores Mdnuel Man. ci, P.L rop,od anon of i ii dowmem, Ina y (e+in, a preh b11,dwrlfisntien p,iKI0oa Isom Ad 9ooITrusses'"ManutI MatHvtr, RE, Uflpptl0, FL 32R32 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717313 63357 B09 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:19 2016 Page 1 ID:zBDSeh5DxBaEpitf479_vMyfk9q-4S2GaavvngrfcbwOTchJ3DtznBycon 1 PcoJ8zjzegGA 1 4-0 8-5-7 16-0-0 21 �3-0 1-4-0 8-5-7 7-6-9 5 4-0 Al 6 3x4 = 4.00 F12 5x8 = 6x8 = Dead Load Defl. = 3/16 in 5x10 = 5x10 \\ 4x4 = 3x4 = 3x4 = 4x4 = 21-4-0 16 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.10 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.26 8-10 >969 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.08 16 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation pt ide. REACTIONS. (lb/size) 11 = 1340/0-8-0 (min. 0-1-9) 16 = 1070/Mechanical Max Horz 11 = 359(LC 8) Max Uplift 11 = -538(LC 8) 16 = -455(LC 8) Max Grav 11 = 1340(LC 1) 16 = 1070(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-580/74, 2-3=-2105/1228, 3-4=-971/533, 4-5=-852/554, 7-12=-659/897,6-12=;659/897 BOT CHORD 1-11=-173/674,10-11=-742/674, 9-1 0=-1 539/1889, 8-9=-1539/1889. 7-8=-633/823 WEBS 3-10=0/271, 3-8=-1176/993, 5-8=-309/575, 5-7=-1080/837,2-11=-133211322, 2-10=-799/1219 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=538, 16=455. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Hoeg neass tten hlprcne...! kl@(IDn@NSE@('&IIIB@B(NI➢1SI[ikSdCDUD11(DUS (US DYF¢�gNiljl[NNONtE06(WkI tom Ye dyd t.g p a i tadr odoe4 lhf t—Nige Urevmg;ig7)oaddekanael Yaa an, P.E. @efnevn Sheelhdwa am. Uvlen mSeniu tnred oe the ND,aoh MANUEL MARTINET, P.E. 4kh manahr plaUa saallheuied for the DDto het rZ'Asdl aDetgaFg eer(e Sp mlag eif@e to acY NDr pred r:plcnw oll ep;: dul yreil-igpon4h3dyhr the detigndthetiagleTims depiaed eathaIDD ovh, ante R41. the detigeecscmp_an,lcndbgraadmmr, -•'a opteNlY aed oie et tluNrusslei ahrBugd agnldeShpaauh¢ily ofrhe0mrthoD oe aadhauied ogen( tEe¢ilemg Dl.gn nntp[an(eai V"INaI@4'heI¢(thd lomlh acg lode hodiPFl.The epprmddtte@DD and en Kold use at the rrues,utthtd:ng headfng,ttoroge,b0allatioaoad hmdtg Ad be -.be #047182 t ponattpdthaBmrtgDsgaewodC la Agraleu(atnthl00aadthepumraaadgodeloeottb¢1£g[umpoetkl(t(oftmnea(e(SDp6Fihedhyt%ood3@GlnudnantedMgmralg�idoeu.fl:Ideruesl6ereyoetih�6etocdduliefottEaTraetgeugan,rmssDeugo[agtaeam! 10019(horlion(ir. @imaflaod I er, uule Cher ed fi ed hYaC 1 aog.:e upmm a gaY Dpor sl nl d @ei fGe. ghl g� (hDlthe@ 1drggeug r rLussSyale fngaen toidaY6 d&og.19 Upeefiaedeemtmaus derinedfit (P41. (oppighl,CS'ig1$ A 1 Boof Tmsset • Mdnoel kad. er,A,E,BDpiod +Yon otthii dawme t, m oeY fctm, rs prah 6i1ud rilliM1 mdte pxtmuyion ham IS1 fool rtq;if}, Mo upl MaAipea,P.E. Orlando, FL 32832 Job Truss Truss Type QtY PIY Std Pac/6510 El B 63357 B10 Half Hip 1 1 A0717314 Job Reference (optional) Al ROur f Ru55t5, FOKf PiERGt, FL 34u46, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:19 2016 Page 1 I D:zB DSeh5DxBa Epilf4?9_vMyfk9q-4S2Gaavvng rfcbwOTchJ3DtzR8zgoo3PcoJ8zjzegGA -1.4-0 7-4-10 14-0-0 21-4-0 1.4-0 7-4-10 6-7-6 7-4-0 4.00 F12 500 MT20HS= 3x4 = Dead Load Deft. = 1/8 in 3x4 = 5x10 \\ 4x4 = 3x4 = 3x4 = 5x6 = 7-4-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.10 8-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.21 8-10 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 121 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1141/Mechanical 11 = 1337/0-8-0 (min.0-1-9) Max Harz 11 = 318(LC 8) Max Uplift 7 = -472(LC 8) 11 = -546(LC 8) Max Grav 7 = 1141(LC 1) 11 = 1337(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/56,2-3=-2131/1289, 3-4=-1258/759, 4-5=-11621778, 6-7=-308/273 BOT CHORD 1-11=-103/549, 10-11=-607/557, 9-10=-1546/1925,8-9=-1546/1925, 7-8=-839/1116 WEBS 3-8=-898/778, 5-8=-232/521, 5-7=-1 312/992. 2-11 =-1 295/1241, 2-10=-942/1381 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=472, 11=546. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard w mg Fle to ivahi c 6a IIraO(IfigSSfg(SFllii yGCNWl1ERkSd(ahDa DNr NS CMFI[AUYn1i(r90 glio6FYi7 fm Y dYd«g p is dit f 6sha De4geD eriag lDDjudfleYavaelYm mn.Pt. Pelnev«shemtelme nr. ga es oibev euatedot At ND,any �a Takmneatpl plore(shlihemdfolh"P be rd. A,th 'fr s 0rgn in .!e.,ip Cyf 9,:ee,fmot,^�Y ND«p eseMs an ompph«a0ia pro!eiudiolengme<ingjespoisibStytar At dmignoftAt single Lop depiied en At100 nif,onem Ril. the dmigemstmpsam, Inkg«adinans, MANUEL MARTINET, P.E. '.blhty ando wA,T visim my rtlidapslhe«povsibgdlafthe gm«tk Cites iW'ihedagenl m 6t hileiijgetgte i! etnlerlo the or, At lrLme ked6iJdegeadi W TPR The opprmoi ofthe TDDand agUdo,, 0ft«ss,zdAq hodrg, slaoge• in d,fin and hrainp, Ad be the #047182 ! dint vn3 htyalibn Po Gng Oes gaeiaad(nhan Wco�e ut mmm lDDa dde tramsadq dePoe al(her len�(.mEtl eatSalery lvlormain(8(SQ prbfii6id by[naadsfid6 rele«ardforyenral gu;daa«.TP:I difiass lhe«spotnb3niasard dofies of lEeLau Desigser.huss Cesigo (agh«r end ilmsaw lad ee-usie saMn i«tfiedb aC nhddo -eda navt lm aY-ag vteslarolY dihery sCmf i[a ie Thal tFe FL4ag0avg er,rLof$stem(ngVlentb_t0y bvgding.AA (apbcg«dtnmtare os degaed infP41. 10019 Cliofltan Cir. "" "' "" "" "' "' "" Orlando, Ft. 32832 (dpynghtCai'tgiSp;l tct([rosses Manoel7ldtf dei PE.;Repmd man olihif damme,t,mooj(mm,«pmhibdedvAA,.nnenpmm«sion fioml(I PoofTrussei-Monuei fAarlinea,P.E. t' 1 Job Truss Truss Type Qty Ply Std Pac/6510 El B �63357 A0717315 B11 Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:20 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-YeeenwwW_zWDIUb1 KCYbRP7HYHOXLjYrS2hV9zegG9 14-0 6-3-15 12-0-0 16-8-0 21-4-0 1-4-0 6-3-15 5 8-1 4-8-0 4-8-0 4x6 = 1.5x4 11 3x4 = Dead Load De0. = 1/4 in 4x4 = 3x10 11 1.5x4 11 3X4 = 3x8 = 5x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.18 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.47 7-8 >529 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 112 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 131: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1165/Mechanical 11 = 131210-8-0 (min.0-1-9) Max Horz 11 = 276(LC 8) Max Uplift 7 = -472(LC 8) 11 = -546(LC 8) Max Grav 7 = 1165(LC 1) 11 = 1312(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1968/1091, 2-3=-2234/1401, 3-4=-1567/995, 4-5=-1409/1021 BOT CHORD 1-11=-1157/2023, 10-11 =-1 59512023, 9-10=-1595/2023, 8-9=-1595/2023, 7-8=-712/941 WEBS 3-8=-671/624, 5-8=-435/659, 5-7=-1279/999, 2-11 =-91 2/920 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=472, 11=546. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard A n flra ethaaaahly c 1he'AdIUDrBUSEirsrn1t6RkIWS6(CtDaldrNsmtrBUiBBj1gK?w rseD,iiS.A b9RDJoed.M-1YrPt.W—stsh"thl-aseUnless L—iw'!atoeshel,MANUELMARTIUEZ P.E. e urptmge lb sd Se the Top u be I,d•AsIrs Deego l.asTtitSp uatrytnge Qtheu to ryNO p Min The appr-latMelD and anyDelCme al the lustiadudag haadGp, tlomge'esb0a!iaa aid brnang eball beMe #047182 iRikk rep sefRrdh+etmdrgDsgoeraMfoolodulDcol•sul asmdrcIDDad_5 ptMesadgmdk aliM1 talc rnmporenl5atelylnrtmnacf86QpabLshMbyyl rdSECA6,rrtereeadforgmralgu:daamRoldermeslM1napaesi67tiesaeddu6ewllFaTraugesigrar.iruuGesigoragiaeerrnd 10019Charlton Or. fro tl Yri ante be re defined by Caab dog edupants Npg rail@n ❑el d(he iry stet gn Eag nee lshOrtb g M2g De ger'T dqs' st llagN[tlafmr(baMdiag. A94pindeedtetms aro a{ defined ia RM. •. topyrighl(n?1015A•14potTmssn�•Menae3Mad.nni:P,E.-Aoplodttopot.lAisdorometIno�y(min,esprephiiedwithrnnenpz�missnnfiompfRoof msses MonuelMain'61. Orlando, fL32831 Job Truss Truss Type Oty Ply Std Pac/6510 El B 63357 B12 Common 7 1 A071731'6 Job Reference (optional) Al Koo1- I KUSSES, I-oK I PmKUL, I-L 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:20 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-YecenwwW_zWDIUb1KCYbRPDtYFcXPIYrS2hV9zegG9 1 4-0O 4�0 6-7-5 11-0-0 15 4-12 21-4-0 1-4-06-Z 6-3-5 4-4-11 4-4-12 5-11-4 4x4 = Dead Load Dell. = 114 in 4x4 = 5x8 = 5x12 11 11-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.17 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.47 8-9 >538 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` B2: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1170/Mechanical 9 = 1324/0-8-0 (min. 0-1-9) Max Horz 9 = 120(LC 12) Max Uplift 7 = -400(LC 9) 9 = -531(LC 8) Max Grav 7 = 1170(LC 1) 9 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1919/1227, 2-3=-2204/1622, 3-4=-1703/1260. 4-5=-1683/1254, 5-6=-2040/1523, 6-7=-486/0 BOT CHORD 1-9=-1352/1986, 8-9=-1418/1986, 7-8=-1297/1844 WEBS 3-8=-545/565,4-8=-350/571, 5-8=-419/425, 2-9=-971/1189 NOTES- 1) Unbalagced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=400, 9=531. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/T gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wamg ph etkomuahly e e M A1100r1i!1SSfS(SF4[g"}DENndL 1LC45d(G6Dn!DK [US10Y6 rEUfn�4(IIND1Yl(06rNfb7 k Y,fyd gep aiieniid! ad Dots oDustmn Dedya D-ing;IDD)and th V.3-19,atlun,ptiderepro sheet h1a:eote. Uolmt ovierriu va!edonMe rDD, Doty �Rtk,aau Aatplotes{sh gb used fa taeTDta be ec(d(sdl nsgergarngmei(.e,Sp,mlfp[age,)the uofos aajlDDreprcu!ds an anapfc aol lke pdiiva uleg eeit g,npa Ablq•4r ttednign nfthe smgleLmsdeplAedmtM1elDD aaYy,andn Rol. Ibe des'rya assmp.^.ans.leodag mvdinaos, MANUELMARTINEZ, P.E. u fohlRyarduse elth!sLust le, enydodd ag rt the¢sp sbJdyotthe Dmmthe Wets omhn¢ed agent at the onileiq Winer, nth oaleil od'1e 11fthe 110h, luol bo!+du:g66 and ML the opproeof a10,00 Dad oayfeldme al lhelemylduding haodfg, Aomgeju%hfiaand bm:ing, skmllbebe #047182 ' �,espayshfryolt5erimringDeegaePoadraeho[tc Wcoleuloatiathel➢Dmduiprnattsaadgode[aeofth61mng[empoeemralAEolormedoo0'f§!66 o6ylPtaodbfiC4erethr'd fa, geneedga`deecaTFAh(insth.... sibLtiesanddo6nofno[ras,gnigcm.Tro Desigo(agiaeerand 100191[horlton0r. Tus Yaonfntiv er vile oche elefined bpn(avvadog,edupao aer tmg Ey ag po!ta sdred�I6e moss Pns gn [ag,ieei shDitke lo9d�ng Devg aorLuuS}sl �ragwee, fdr crb ildaa Ag(epifalined t<!ms are os definedio lPFl. ,,,, •,,,;(opynghlyE'1�IS R I rcotj,ustei; Medpal MoA,dd[ P.f �iopmd tt!c!i of Ihif dawment� maryldi�e, i puh 61e!)rl1A rsstte ,polm�iyipn hop A l ?oaf Tru;sai trio... Modiner, P.E. Orlando, FL 32832 Job Truss Truss Type Oty Ply Std Pac/6510 El B A0717317 63357 B13 Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:21 2016 Page 1 I D:zBDSeh5 DxBa Epitf4?9_vMy&9q-OrAO?GxAJ H 5Nrv3na 1 j n8eyl IybhGsoi36 oE2czegGB 1 4-0 5-7-5 10-0-0 12-0-0 16 4-12 21-4-0 1 4-0 5-7-5 4 A 1 2-0-0 4 4-12 4-11 4 4x4 = 44 = Dead Load Defl. = 3/16 in 4x4 = 3x10 II 3x8 MT20HS= 5x12 II LOADING (psf) SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B1:2x4SPM30 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1173/Mechanical 12 = 1320/0-8-0 (min. 0-1-9) Max Horz 12 = 113(LC 12) Max Uplift 8 = -410(LC 9) 12 = -537(LC 8) Max Grav 8 = 1173(LC 1) 12 = 1320(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2006/1312,2-3=-2274/1672, 3-4=-1790/1311, 4-5=-1662/1320, 5-6=-1784/1306, 6-7=-2044/1528, 7-8=-478/0 BOTCHORD 1-12=-1414/2062,11-12=-1480/2062, 10-11=-1013/1662,9-10=-1013/1662, 8-9=-1307/1852 WEBS 3-11=-518/523, 4-11 =1 16/273, 6-9=-340/331, 2-12=-918/1086 3x4 = 3x4 = 21-4-0 CSI. DEFL. in (loc) I/deft Ud TC 0.95 Vert(LL) 0.18 9-11 >999 360 BC 0.80 Vert(TL) -0.4211-12 >596 240 WB 0.27 Horz(TL) 0.08 8 n/a n/a (Matrix-S) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf: BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=410. 12=537. 10) This truss design requires that a minimum of 7116" structural -wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 102 lb FT = 0%m W g FI uibonuyM1lye a th 4I➢DOFEgtgSFSrSFII[[jOEN[YpIIFINSd(DKDOIONi(U9CDf7r8111i1't4(NXOIYIFD6FXdY1 h Y fydesgnpaam......... I are a 15MANUELMARTINEZ P.E. Y Yckm-d'pUukbOh idl Ibe eDDm he urd: by Iems Oergef aeer((e-Spnlip(ug eQthe seoo"mp iq TOO esen'i?-.glm of r..p.. aul gui ginpami67nyartFe design eltbe+ingteLmsdepideda6.TOD Wf,anf,,TYFl.]be desige mumpe.i:Imde udihnrgeaadinoeb stet,1q.dii ss lmd yguld;ngsthe respausi6NyotiM1e Omer lfiDnersaofhmreed egint mtbi, Inag Oeiipner o thine.aft'fl(th.fftfii iel hudegcddeuad M1.theoppevd DIihe lDOodory;tmeoh ld halrva, ieduding hnadDeg, slolop, irstallefoo ondhm:ing, AAR be the #047182r -';•iesposmhryotslehodogDsryeoniACahod XOuieietrUeMelDDuadioeprmees dguideEeeoltb " gEmpoentkfgtotmc•mnlR[SlyphrshedEytploadlR(Avenleremedforgmeralgu-0oeu.IP6ldefinesf6etnpmei63diasoeddueesoflfeTmssDeugoar.imssCesigotagioeerced 10019(hoyltonfir. �L ssM o Im7 males 16n wd finedhYa(a I m 9r- d p o a rrhg AV Opus flavul dTheiw sDe gn fags is kslTih d 14rgO vg r rT nSysl mlugmee loiaq trmldino: l6(aphcheedteims am osdegud'm RMI. .'(opyngM(E'NISkd. RootL sie3;Mcnuol Morinot;P,E._Rqpiodgouolthisdowmeet,lnnnylcimisplphbiiednllli wolten pmm.s}ivn hom RljloolTruises Monpel MgilinhT, P.E. O(InndO, FL 32832 J Job Truss Truss Type my Ply Std Pac/6510 El B 63357 B14 Hip 1 1 A071731iB Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2016 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:22 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-U1kOCbxo4bDET3ez8kEOgsVXfMww?KHrlmXoa2zegG7 -1-4-0 8-0-0 14-0-0 21-4-0 1-4-0 8-0-0 6-0-0 7-4-0 4x8 = e nnF—ii— 4x6 = Dead Load Defl. = 3/16 in i" 5 4x4 = 300 II 1.5x4 II 3X4 3x4 = 5x12 ii 8-0-0 14-0-0 21-4-0 8-0-0 6-0-0 7-4-0 Plate Offsets (X,Y)— [1:0-2-10,Edgel, [3:0-54,0-2-4], [6:0-84,Edge), [10:0-5-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.38 7-9 >659 240 BCLL 0.0 ' Rep Stress Iner YES WB 0.26 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 - (Matrix-S) Weight: 93 lb FT = 0%n LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1167/Mechanical 10 = 1326/0-8-0 (min. 0-1-9) Max Horz 10 = 97(LC 12) Max Uplift 6 = -421(LC 9) 10 = -558(LC 8) Max Grav 6 = 1167(LC 1) 10 = 1326(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1801/984, 2-3=-2140/1405, 3-4=-1827/1395,4-5=-2023/1386, 5-6=-312/0 BOT CHORD 1 -1 0=-1 125/1909, 9-10=-119111909, 8-9=-1187/1914, 7-8=-1187/1914, 6-7=-1156/1821 WEBS 3-9=0/258, 3-7=-318/124, 2-1 0=-1 140/1254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opst BCDL=5.Opsf,, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 1, 3, 4, 6, 6, 9, 7 and 10 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 8 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=421, 10=558. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/z" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard it* g PI- i5o?ghly - e 16e Al lODTTlDSSd0!itrr}61NnAln!&fi(GlDITIDNS (USiDYflrlDinjl(HXDriIlD6CkFM'fa :ii dydasg p o a t aat f h'e li tl uu Deuga Drning;IDOj and tF.a 4anuel�mfan,P}, Qelerena Sna7 hefnee,e. tlnlees oiler iu noted oa the mq Daly �Y Tek aanae M;plaei,hlbemedfor lbe TDD tube rabd; Ati-IronDeyf ,e(.e.,ip talfy(g epl the udacoep l00 pr mso i:phan allheyro!e dapaley {e.;-ponvh7iylor tke iedgnaftd<uoyleLmtdepineB an d:eWDonty, Dodo lP4h lAedmryearump�et,i acagraadm,ar, MANUEL MARTINET, P.E. sn lodNya d udMsL ss lot edj B�rldpgntbernpocnbiny oltn Dannih C a taomborued _9onlnM l db yDe go� r tN nnletlo."e lr41de164Poefoml hn �d'ag code ood1P41, The opimdoffmTDDaad any field us. mike Lun,mJud'ag handling. ow.ge; lwahliea cadhadng, sh Uhe the # 047181 enhdtpm6 rmAag Deagoeraod(o hadu. in wleefetod �aTDDaadrae mlh !Yang Lampoe Tim ty}mormenor (enpp brshed hi01Qiid6, rmerrotd In yennel guidaeu. TPN derraes lbeeeapaotibmn and Me, of the Tau Dedycn,Trou Desigo(agianr and !ns naaJan jeE uileas ofbn ud ho dbyo Cadbodbg-er Fadnr(Tng, y; O,par s laO d. Tbefaseed E ieerisADTtb!14h Du d rnunfitm(o ace lot rb"dam .Alfa dtenis ore asdefiaed m TPli. IUUI9 fllOrltnO tll. 4a B 9, 9 Y, ! , y 5 P ""' " ' ' ' "' .. ' Orlando, FL 31831 1 , (oppighlYE'1015 A;I tootis ues, Mdduel Mort neG f,F.;Ileprod moo of this olm fa, m o } tepm, n pr h 6iledr.ifA roue ,palm �y4od kon A I cool rreauy; Mo eelMoiline:, P.E. Job Truss Truss Type Ply Std Pac/6510 El B A0717319 �63357` B15 Hip Girder �Qty 1 1 Job Reference (optional) ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:23 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-yDlnQxyQrvL54DDAiSIFD3lkKmITkfK?XQHL6UzegG6 1-8-0 7-4-0 12-4.0 f 17-4-0 t 23-0-0 t 24-8-0 , 11 5-8-0 5-0-0 5-0-0 5-8-0 Dead Load Deff. = 9116 in 3x4 = 5x8 = 5xl0 MT20HS W8= 5x8 = 3x4 = t 1-0-0 1r8,0 7-0-0 17-4-0 23-M 23-4r024-8-0, 1t�-0 5-8-0 10-0-0 5-8-0 -4-0 1-4-0 Plate Offsets (X,Y)—[2:0-1-12,0-2-121,[3:0-2-0,0-241,[5:0-2-0,0-241,[6:0-1-12,0-2-121,[9:0-4-0,0-241,[11:04-0,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP' TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.26 9-11 >975 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.82 9-11 >312 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 116 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 "Except" W1: 2x6 SP No.2, W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-6-3 oc bracing: 9-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 2102/0-8-0 (min. 0-1-12) 8 = 2101/0-8-0 (min. 0-1-12) Max Horz 12 = 56(LC 8) Max Uplift 12 = -947(LC 4) 8 = -947(LC 5) Max Grav 12 = 2102(LC 1) 8 = 2101(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/253, 2-3=-4049/1649, 3-19=-3805/1604, 19-20=-3805/1604, 4-20=-3805/1604, 4-21=-3805/1606, 21-22=-3805/1606, 5-22=-3805/1606, 5-6=-4049/1650, 6-7=-515/258 BOT CHORD 1-1 2=-269/591, 12-23=-325/59 1, 11-23=-325/591, 11-24=-198514604, 24-25=-1985/4604, 10-25=-1985/4604, 10-26=-1985/4604, 26-27=-1985/4604, 9-27=-1985/4604, 9-28=-281/588, 8-28=-281/588, 7-8=-281/588 WEBS 2-12=-2067/972,2-11=-1237/3173, WEBS 2-12=-2067/972,2-11=-1237/3173, 3-11=0/552, 4-11=-978/589, 4-9=-978/588, 5-9=0/552, 6-9=-1230/3176,6-8=-2070/970 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=947, 8=947. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 417 lb down and 407 lb up at 7-4-0, 119 lb down and 148 lb up at 9-4-12, 119 lb down and 148 lb up at 11-4-12 , 119 lb down and 148 lb up at 13-3-4, and 119 lb down and 148 lb up at 15-3-4, and 417 lb down and 407 lb up at 17-4-0 on top chord, and 153 lb down at 7-4-0, 54 lb down at 9-4-12, 54 lb down at 11-4-12, 54 lb down at 13-3-4, and 54 lb down at 15-34, and 153 lb down at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-90, 3-5=-90, 5-7=-90, 13-16=-20 Concentrated Loads (lb) Vert: 3=-346(F) 5=-346(F) 9=-33(F) 19=-119(F) 20=-1 19(F) 21=-1 19(F) 22=-1 19(F) 23=-94(F) 24=-33(F) 25=-33(F) 26=-33(F) 27=-33(F) 28=-60(F) Wowing-A....Ihomughlyuriev the 'A-1 ROOF SIUSSISI'SOMI GENIRAI HOURS I CONDITIONS (USTOM(RCOUTa1 ACrNOWtE GIMINT'farm Ratify design parameters and read notes of Off Lau Design Charing ODD) and the Manuel Musket, U Interests Sheet before use. Mle-alb-ise shed an the ADD, only �Miiek mone"lor phhs shaD bvuudlo Me IDOlobnaid. As a Truss Design tngmem(e,Sp'dashyfrineerb the stelae any TDO represents so ar'Plana of lbe pmfeuicoal engineering step sibiliry hnhe design al ke siegleirvss depideden lM1elDO only, wader lPl-I. nadasige ossompfions"Funding msdife-, MANUEL MARTINEZ, P.E. suitability and use of this Trust for any Building is the r-poosibible,.1The Os-", the Oea'isomheriaed agent a,the Railding Oesigaer,in the Wass of the11C, the FBC, the lots]building (ad, and rybl. The approval of the ED and any field a,, tiffs Iron, ioltdieg banding. sI go, iasaDare. and bra"ing, shall be the #047182 ropu-2Try of the RWIling Designer and(amr-roc TO oaks set out in the ND and the pmtitss and guidetumofthe Wading Computers Safety l f-misu.I gpubliMed by andSen me rdean"ed largrnemlguidann. Rld defnn lhsmspumibdNies auddofies of lAe lmu Desigoer,Imu Design hgieeer and 10019 (horlton (ir. Lou AW dsd-agrnless o hneala Mind by a (onhad ugread upon m ndng by all parties insulted. The Truss Design beginner is NOT the Building Udg-tor Truss Syskm Ingiom For toy building. AU Coptulad Isms ore as defimd io TPN. Coppighl @2015 A-] goal trusses -Manuel Market, P.E. R'piodedion of This document, in any Form, is prohibited with winner permission ham A-1 Roof Trusses -Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type IDLY Ply Pac/6510 EI B63357 C01 HIP CAT 1 1A0717320 Cd b Reference optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:24 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9_vMytkgq-RQs9dHz2cCUyiNoMG9GUIHaoH9kaT978m4OvewzegG5 2-5-12 6-3-4 12-1-12 18-0-4 20-7-12 22-9-6 2-5 12 ' 3-9-8 5-10-8 5-10.8 2-7 8 2-1-10 4.00 12 4x8 = 1.5x4 11 4x8 = N Dead Load Defl. = 1/16 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.05 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.12 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 195 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 18 = 123710-5-8 (min. 0-1-8) Max Horz 18 = 67(LC 12) Max Uplift 8 = -458(LC 9) 18 = -445(LC 8) Max Grav 8 = 1237(LC 1) 18 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-606/460, 2-3=-1061/797, 3-4=-1209/964, 4-5=-12091964, 5-6=-868/659, 6-7=-480/344, 17-18=-1237/826, 1-17=-1203/901, 7-8=-1 201/852 BOT CHORD 2-15=-869/624, 14-15=-466/566, 13-14=-658/948, 12-13=-5137783, 11 -1 2=-513f783, 10-11 =-305/44 1, 6-10=-913/668 WEBS 2-14=-306/599, 3-14=-376/305, 3-13=-220/452, 4-13=-594/527, 5-13=-429/652, 5-11=-568/463, WEBS 2-14=306/599, 3-14=-376/305, 3-13=-220/452, 4-13=-594/527, 5-13=-429/652, 5-11 =-568/463, 6-11=-448/722, 1-15=-790/1087, 7-10=-727/1057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=458, 18=445. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 6gfl«ttaroocM1lyrn e,tMA•I.IaDTT¢aS9nl'SEII[[—yGEN(iAl n¢4S((ChDnIaNS NSobnjiayEejl(NNUFIIraiFYF71 Pom, Yt Ayde+gp n et sa ds mots m+hu+s aevgca,niag(ID�oadthtY aelYmf r,¢i ¢ere,mmiE«i iefo+ex+e. aokssot5enise syredoe the raa,anlr &Tlk—edqiptpes*mleens. ...grgaroe«raasdi saeg-F eQ1.Sp+IIyEg'ie+ttheseotacyfDae¢+ass--teptcaent( p......alMANUELMARTINEZ,P.E,Tht opprcea!ofAt TODanda,y h6d-ohh Tun, inod'mg hndrg, sWsp, ieslanaiin aad hw:ing, stall be the #047I82d[oda..arales sel aulmtba lDDead>;e psamasa dgwdebat ofibs6 le g(c po f9al glefo,enol6(SQpbrihedbylPi ad SifA rJe retueeud lmgeanal gu�aace. TM definesthe nsponnllRes oad dukesdiha Tranaesigays, Ton Doplagm. end 151d, lal tt ile otA,l l..... ed b......,atl egt ed p a,ari hag sypa pa sestsx l ed._fhe (rust Wu o[ a e_FshaTRei dL[ D eet rLds Sy l n[aglaen to aayb ilCog. AO (apftefutdtamt atos defued'm n'pl. IOOt90mrlton (Ir. ,.... ........, .., i .9 .. .....9.. 9..... "" Ma ""' WT "" "n Orlando,F132832 -,;,,,, „(opyiigM81�I5Ad BoalTso}ies;Mdnuel Maa.net;P,F; ieptodxt an of lhls dawme (mp./(eim, spmhbledilli,prlae p;smissionhomAlRoofiru4ses; Mahuel MuilineT, P.E. to Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717321 63357 CO2 HIP CAT 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:25 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-vcPXrd_gMWcpKW NYptnjlU6?xZ1 gCZrH_kmSBNzegG4 22-5-14 I 2-5-12 4-3-4 12-1-12 20-0-4 2Q-7,12 22 -6 2-5-12 1-9-8 7-10-8 7-10-8 -7- L1-A 4.00 12 5x8 = 1.5x4 5x8 = Dead Load Defl. = 1/8 in a 2sz asa 12-1-12 7-10-a 7-m 5x6 - 17,2i9-0 z _ z__10 Plate Offsets (X,Y)— [3:0-5-12,0-2-121, [5:0-5-12 0-2-12), [6:0-1-12,0-1-8), [8:0-3-0,0-3-0), [10:0-5-8,0-4-41, [15:0-5-8,0-3-81 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.08 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.23 11-13 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.72 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 193 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 1-18, 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 18 = 1237/0-5-8 (min. 0-1-8) Max Horz 18 = 51(LC 12) Max Uplift 8 = -470(LC 9) 18 = -455(LC 8) Max Grav 8 = 1237(LC 1) 18 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-600/451, 2-3=-889/669, 3-4=-1416/1041,4-5=-1416/1041, 5-6=-560/407, 6-7=-491/346, 17-18=-1237/813, 1-17=-1202/896, 7-8=-1221/850 BOT CHORD 2-15=-866/531, 14-15=-442/538, 14-19=-599/839, 13-19=-599/839, 12-13=-387/592, 12-20=-387/592, 20-21 =-387/592, 11-21 =-387/592, 10-11=-437/571, 6-10=793/390 WEBS 2-14=-433/800, 3-14=-643/507, WEBS 2-14=-433/800, 3-14=-643/507, 3-13=430/739, 4-13=-787/710, 5-13=-687/1013, 5-11=-883/739, 6-11=-W7/752, 7-10=-751/1122, 1-15=-747/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=470, 18=455. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ie gp tE ao hlyrn t671gODf1DUSS8rSF01Y j,GE48AEIEU'fdCCYDI+IDIK NSICAEg ('lUInj1IXNCNIf06EBM 6+ Yer lydee gn pa lie dr odete Uusrau Dedgogrcnag RDD)and the kevael&mt:nn.p}.RefermadAeelM1efo:eo+e. Unlen mAer.iu r�ted"atge ND,enFy �Wr to +Tor plmes a llEea dl IM1aiDDr De td, Ae -I xDeeg En eeijLe Sp nl�[ g, enl lM1e seof ocy lDD rep es Ms es .ple of t4 pd- uelnl g -.Ing ,-a ns�Lty!artle Bdga attAe smgkLese depltled en tlepDDody, antler Rol. the deuga assnmp^.ons.Icad:ageoodniaas, MANUEL MARTINET, P.E. 'seeah7dy cdisealthni s le enyguWiagsthe espo�e'66ry(oll6eamer-(h Gwereaul6aned�yentm16e0 It 10e•ao n1lennletio lleih( heIBLMeluol5u�degiodeIN. The appoolof4erDDanloayNlduseatlhelross, Wading hndblAoroge;inmhlioeeed:rainp,shilbe:Ae 9047182 c iesp of3irl(oteaelmdicg0 sgeidetae ofth r 1n g(e pon 1571 ryl rwmcnoop6nQpe6I sFM M1t 1%oM ldfdvmefuearedhr general guM1tantt. 10019 [horlton [ir. lusstlnon(1 males Mer ad kedey (77 dg dpoea Ing_Y llpee earl 4Thdfro sUee gnF gei hDithefi ddcg0 ugtt rL isfysl r,[agmees lde myM1ddlo9.gD (ophariuleams am as defiaedia Rl-1. ("pynghf^E 7015 Ad teptjrvsee+• Mnnuel Mpd.nnt; P.f: Aeptod-etion of eM1ls daurnenf, m and (nm, it pleh�M1ded wlNi gAlen pxlmnuvn kam Ad NDof huisegMonvplAtnrhnez, B6 U(I00d0, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 EI B . 63357 CO3 HIP CAT 1 1 A07173i2 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:25 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-vcPXrd_gMWcpKWNYptnjl U63QZ_UCcdH_kmSBNzegG4 2-3.4 8-11-7 15-0-9 22-0-4 -9 2-3-4 6-8-3 6-1-2 6-11-11 -9- 4.00 12 5x6 = 4x6 // 22-M Dead Load Defl. = 3/8 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.25 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.67 11-13 >403 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.21 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 168 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP-No.2 *Except` B2: 2x4 SP No.3, B3: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 3-14, 5-11, 1-18, 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 1258/Mechanical 18 = 1245/0-5-8 (min. 0-1-8) Max Horz 18 = 36(LC 12) Max Uplift 8 = -473(LC 8) 18 = -458(LC 8) Max Grav 8 = 1258(LC 1) 18 = 1245(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-551/389, 2-3=-555/445, 3-4=-1510/974, 4-5=-1510/974, 5-6=-266/197, 17-18=-1245/795, 1-1 7=-1 2281850, 7-8=-1 193/766 BOT CHORD 2-14=-276/285, 13-14=-1027/1477, 12-13=-955/1392,11-12=-955/1392 WEBS 3-14=-1131/731, 5-13=0/333, 5-11 =-1 376/952, 6-11=-544/522, 1-1 4=-768/1144, 7-11 =-984/1411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=473, 18=458. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 7 WmagFI[se tto¢vahlyrev er Me AliWr1iU14irhEll[i AGENnAl1E¢Yfd(CtOnIdXSNSiCNiit'eN'n11(XXOriI[O6FMFhTtota ye. ilyd rgp ft a nor nrAtTmxOeGgo D—igRDD)ed*..e kanaelMmU, PL geferee.Sh,d id- a.m Uoln.A-i' owdoathe IDq nary 4Tet[ I rpyY _at Uiemedt IhiTODrvhektd Asdlr n0eeyoing_eeF6L sp a Ilyi pte'T Heseo daieyiDD eyr s aft aptenpalfi,pckpsloaate grenlorlesponsihTryhrthedaugaorrhnmgfeLussdepidedevdaIDDaayan&rftN. fhedetigamscmp!:acs,f[aa.ngraaamna[, MANUELMARTINEi,P.E. sc loMDtya daseafthisLussl¢ a ygu ldagslhe¢rpa_silry oitFe Dr u M C aer samha a dpgehie tisD iln pDn pn r In 7Fe nme 1p}+w[II(.tde li4the lomlt �d rya de uad Rl-L rb,eppuvoI dN IDD and avyfield use of the boss, advdog handling, Wage; iatdatiov end iradag, stall ie:de # 047102 'iesp es mrry olihni Gij§ er od (onhatl Atl role utv ....... thtie IDO avdrS pamtts dg der sorlh rUe nP( glnf rme5ovje(SQpshGshed LYIDiavd SfiCA er relermtedMgeneeal gu9anae.R:l dalines lXe responsii3fies and dalies ollEorrnsgnigam,cross Gni�gn [ngiveer nd 11aa1Maafad iei ualeYotter.lstE fined hyaCwl egi[depon nvrW .. all of stvral¢d. I6e fro sCa v[a eeris ADitpefi ld,c Dev er rTwi la[e aenlE_nriailu+ay. AU (vpitehssatams me esdefaed is mi. 10019 EIIOfllaa tlf. Orlando, FL32832 ,,,,,,,, opynghl�'1DI5 A I rovrlrvssei. Ndduel Marl nee, P.F.,peplodut oo ut)hii doiumenl m odj (dltd, rt prehrhsled gltli gXr¢n ptrmEssion ham A 1 Rool iraiiei-MonUil M9�iinee P.E. Job Truss Truss Type Oty Ply Std Pac/6510 El B A0717323 63357 C04 ROOF SPECIAL 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:27 2016 Page 1 I D:zB DS eh 5DxBa Epitf4?9_vMyfk9q-r?XH FJ?xu7s WZgXmdq BNvCLoNd4gXaaS2FZFFzegG2 2-5-12 8-2-13 14-10-11 20-7-12 22-9-6 2-5-12 5-9-1 6-7-14 5-9-1 2-1-10 16 FZSPA 2x4 II 9 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 `Except` B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-16, 3-13, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 8 = 1237/Mechanical 16 = 1237/0-5-8 (min. 0-1-8) Max Uplift 8 = -473(LC 8) 16 = -473(LC 8) Max Grav 8 = 1237(LC 1) 16 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-1237/802, 1-15=-1216/783, 1-2=-640/410, 2-3=-677/425, 3-4=-1720/1055, 4-5=-1720/1055, 5-6=-590/369, 6-7=-552/352, 7-8=-1217/774 BOT CHORD 2-13=-398/367, 12-13=-1108/1653, 11-12=-1088/1622, 10-11=-1088/1622, 6-10=-392/363 WEBS 1-13=-855/1332, 3-13=-1181/826, 5-12=0/277, 5-1 0=-1 248/870, 7-10=-843/1317 CSI. DEFL. in (loc) I/deft L/d TC 0.79 Vert(LL) -0.1412-13 >999 360 BC 0.87 Vert(TL) -0.4012-13 >680 240 WB 0.51 Horz(TL) 0.21 8 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=473, 16=473. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 2x4 II 6 7 Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 Weight: 159 lb FT = 0% 7 g FI t tM hlpree rrihe'AIPDDFfRUS5f51'SFllIt16(NGA(1ElYftCCAD1iIDNi(USICgfQrPUCni1aXUY16U6LNFM ka.YedYd g p p smd emeof lEr TrmsOeGgeDrtriogt(DOJaadtheWseelYmr-jiRclemomSh,dhfo•ooa.Un.".6erriuneudaeth.MO, Wf MANUELMdRTINEI, P.E. YTek rav edo. plmar th llh tdtmthe.OD to he eGd. 0.iatrt On ga Fn: i,r[ fp IhR 9_s<4 thou d opNU P NSLoa epfpn epll epr �tua leg i y. iipons�7lyhr tF.e del gndthe singleLondepinedmtM1etDD onry,avdn 7Fl. the deuga asscmpaon,Ivodmg ravdinaos, ,'s dot Gtrand a`e atthnT anlo ceya 7diog sM f tpo ib'Myo(tde Ulmr. a Urae r ulhmm d gen7 rin 8 It gDiigae WC camenv McIRC,MelR4the lavllu�.ytod:6adfP4l. Iheapptvrol althe IDD an3 oar[eldusv ollk Lon, indud;ng M1avdGnp, tlomge, ias•ollmmo ovd4roing,,Wall ha me { 047182 ; rmpansihifryofthe lvilding Deiigaerond(onhoner, ill voin �ut................ pafiieiaed gdidefniColfhe PadEeq(emparimkfely tntoimnfioE jB(SQ p.�hGiAid IPlavd SRn ere rderm<edfor genral gudame. tP4l defines lherapoaa33mes osd duties of tFeUan Desigam.(rvu gesigo[egiattr and to slls-wf �;.. ler Me pdeFmed 'a (oouoao rzedo ana rlp by aU tsm ol-d.,@er s&t am leer ls....Fel td'p Deu iotlrvsti.S tfe[n men lo(rch�I+uoa.AA (a rteliudt<+ms are os deF. edfn Rl-I. IOO19 Chorlton Gr. DY g p 9 P U 9 R, 9 Y U V P PopplghlD'IOISAdRootirosei Mpnaelxarl erPF?AepiodnonatlhtdmememmdditermisprohhSedieliN�mne poimyyionhomAlRvolGusui Mouel910inev,P.F. Orlanb, FL 32832 Job Truss Truss Type City PIY Std Pac/6510 El B 63357 C05 ROOF SPECIAL 1 1 A0717324 Job Reference (optional) A7 ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:28 2016 Page 1 ID:zB DSeh5DxB aEpitf4?9_vMyfk9q-J B5tTfOZTR_N B_67V?LQw7kagnylPyFkgi_6nizegG 1 2-5-12 8-11-14 14-1-10 20-7-12 i 22-9-6 1 2-5-12 2 6-6-2 5-1-12 6-6-2 6 2-1-10 7 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-16, 3-13, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 8 = 1237/Mechanical 16 = 1237/0-5-8 (min. 0-1-8) Max Uplift 8 = -473(LC 8) 16 = -473(LC 8) Max Grav 8 = 1237(LC 1) 16 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=1237/802, 1-15=-1209/779, 1-2=783/507, 2-3=-848/542, 3-4=-2101/1301,4-5=-2101/1301, 5-6=-745/475, 6-7=-680/440, 7-8=-1210/770 BOT CHORD 2-13=-496/455, 12-13=-1351/2040, 11-12=-1332/2011, 10-11=-1332/2011, 6-10=-500/461 WEBS 1-13=-929/1430,3-13=-1335/907, 5-12=0/268, 5-1 0=-1 417/960, 7-10=-916/1409 CSI. DEFL. in (loc) I/deft Ud TC 0.52 Vert(LL) -0.1512-13 >999 360 BC 0.90 Vert(TL) -0.4212-13 >638 240 WB 0.54 Horz(TL) 0.25 8 n/a n/a (Matrix-S) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=473, 16=473. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/d' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Load Defl. = 114 in N_ r 0 O N Iv PLATES GRIP MT20 244/190 Weight: 152 lb FT = 0% Y7an g Ple thonugNyra mu thi.kl QODni�A45j'SE((([gpEN(1Ali[IYf[(CnOItIDD"NSOMFIIr1UlFtj1IXN0NlED4(4U1 to Y dpd rg pr !sad ad mt Ih (mn DeugaOreving;I00)oad eF.a 4anuel4ntln;Pi.Re(erentt Sheel hefo:ama. Unlau olienise rrmedoothe ND, only @rh dor pGngi sFWtb uedf tM1 NDth Od Atial nOt'Yng.€PP?te dPt ihf9aetlhe ua aso,lt�Orepn Wsmdie•planee{lae proeNgeal eagiae<i etg!pmsMty!ort o designottbnmgla Dundepided the IDD only, ante rest. the dote assampeoas;leading rondnion MANUEL MARTIUE7, P.E. Isewiymdse othis Tiiiiprehiihadrog is she rapo 1ib_hho(theOmll,1"ia rroulh medagmtnthegilimg Densesthi the ronlexlot-he A(AiMr. TAilnm,SuTlRrode uodTPIA. the opp,,Wofshe TOO qfi Idne of tleTras+,indud'ag hudlag,domge, lmlollolioo mdbrodap, s44 he the #O471R2 . .iespa shtdp W6:Bmd gO vg traod( h d r Ncafnul oalfotM1eIDD aad6premnsmdgo deOnno11heru1 ceg poreNSaheytoio itoc lBLSQpsh(shed byte oedSg(Acrnelenuedtor general gudmm R41 de6neethe respomibTfies ocd dutiasoflEalnu Detigear.Oou Cesiga (ngneer and to lho fm , er a�Ie sof6s„ekfigdSyaGol ad egged post a,r Mge7, Opa t<e�af ;d,Thn( sGevgn(ag seer SDfthe puldcg Ung et orLu sSYs!en[a3 enfoi ocrb dGaa AR (apikGeedeamsorz os defaelin R41. IOOI9 CIIOfIIOI1 Cir. (opynghlCE'lO1SiAlhoPTrissol4onvelMartne(,1Rep thatipo'dthisdmawlmonfeinisprehihiledwith 'rnuenpenoissionGonAlRobfrres(e MvoelMuiiinet,P.E. Orlando, FL32R32 Truss Truss Type Qty Ply Std Pac/6510 El B It A0717325 63357 C06 ROOF SPECIAL 1 1 Job Reference (optional) Al KUUr tKu,7=—, rum ricm,-e, rl- 4U—, ILI Ubb—rrr 2-5-12 8-4-5 2 3x8 MT20HS= 1 d S 20-7-12 7 2016 Pagel Dead Load Defl. = 5116 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 12-13 >580 240 MT20HS 187/143 BCLL NO ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.32 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 143 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 82: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-13, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 16 = 123710-5-8 (min. 0-1-8) Max Uplift 8 = -473(LC 8) 16 = -473(LC 8) Max Grav 8 = 1237(LC 1) 16 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 15-16=-1237/802,1-15=-1210/783, 1-2=-953/614, 2-3=-1029/648, 3-4=-2569/1579, 4-5=-2569/1579, 5-6=-900/565, 6-7=-823/529, 7-8=12121774 BOT CHORD 2-13=-417/383, 12-13=-1656/2476, 11-12=-1627/2431, 10-11=1627/2431, 6-10=-414/383 WEBS 1-13=-971/1504,3-13=-1585/1104, 3-12=0/292, 5-12=0/329, 5-1 0=-1 676/1163, 7-10=-936/1451 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing atjoint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=473, 16=473. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard r g PIr'e!!o uY e. b< kt¢DOngussu�sFu�eycluuui�wsaccmm�olr,NsmxmrggLule�NoiiuDsrx(st oa v qd y P o n r di�oaa?±e m 5irn�sroe pD-bgMD;eedIi,h eluo a.P(.gderee�shenmeren,e.wler,msenireu,rodo.MemD,e"Ir MANUELMARTINEZ P.E. @TeY ronne'Ior plans xs 11 be us df theTDDro6 hd; 4s L ss Deegnf g ,iC Sp Jryrnq a pl Me ua! ry100r p nfs n m ptrnu aline paws oz le g i gl spoes3Tdyhr l6e design clt6a singieUmsdepined ca McTDD ooFYsnder MI.16e das'rya osump:en,lcnd agiandfiam, -'s I bfldY d segrihnT le hnY6uWinp Ih r p bhtyotMebmr to Oroersklikid gente Wihlbig0,006, thraoletee IF, KIhe11Cthildml6o dijvhhod91.1. iheopprmolOft, TODhIdaay6eldOn.114 ese,indud;ogheadli g,slomge; esm11a1ieaoed6mdeq.sh Ih.h. # OQ]l02 , : a pns3irdyoTMe6edog0sgerocd(ahoU .10h1eutamv:MaIDD d.ap firesaadgoaelseon6rdag(ep elklrylhhmeeon166Qp6Ls6NhyRl dS6(derereteneadfargmrolgraoamlP4ldefineMernpaesih3�nesar:-0aufiesolMeGauDe6grer,rmssDnreornyanrrnd 10019(fiorlton(ir. GuuMol lwy ogles Mar lse aefined6raC mnq gr dhpon drug yallpof es nel a....... sgnr. ...OH6erlacg tie gn-rLus gysf atngn es for orcY6 Gang eJl (aphefisea tmmwmos dehuain lPl-I. C"pplgh19RDI5 bl hacnrpsies MeauelMorl net;P,E. goprod soondl this dawwnI m?,(leim,is pmh'hnedvlh wnite Pq'MWhn Irani&.1 Roofrruswe Mhnhel kprileer, P.E. OTIOnEO, fL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 C07 ROOF SPECIAL 1 1 A0717326 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:30 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-FaDQuL2pB2E5QIFWcQNu?Yqq?aegtoQ080TDsazegG? 12-8-4 22 12 10-7-0 11-7-1$ 20-7-12 22-9.6 2-5-12 8-1-8 1-01-0-8 7-11-8 2-1-10 4.00 12 3x4 = 5xl0 MT20HSII 44 = 5x10 MT20HS= 4x8 3x4 = Dead Load Defl. = 3/8 in 5x10 MT20HSII 2-5-12 , 10-7-4 , 12-84 , 20-7-12 , 22-9-5 . LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.29 12-13 >916 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.63 13-14 >431 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.48 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 143 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 3-14, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 8 = 1237/Mechanical 17 = 1237/0-5-8 (min. 0-1-8) Max Horz 17 = 8(LC 12) Max Uplift 8 = --408(LC 9) 17 = -414(LC 8) Max Grav 8 = 1237(LC 1) 17 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-1237/809,1-16=1185/773, 1-2=-1320/877, 2-3=-1545/1027, 3-4=-3915/2616, 4-5=-3862/2581, 5-6=-1367/909, 6-7=-11521769, 7-8=-1185/765 BOTCHORD 2-14=-645/587, 13-14=-2328/3559, 12-13=-191012962,11-12=-2303/3519, 10-11=-2303/3519, 6-10=-653/595 WEBS 1-14=-1201/1800, 3-14=2073/1340, 3-13=-1277/l D47, 4-13=-1099/1534, 4-12=-1034/1431,5-12=-1193/986, 5-10=-2218/1437, 7-10=114911715 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=408, 17=414. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and d/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ri g ple do yhlye a de AIBgOriFdSgFB(SF IFB ygfNCeAlg[B9y6(ChOnIONy[ 51USm rrNipjl(rXOW F06CNfM him Ye !yd g pmn of s dr d f A bass Oe geD sr ng{IDU)oad de6aeaelNaRmn,pk Fohrmm!heef Eek:eoee, Uohs: acts rsa #andan 6e NX, onH �4 Takma ea!a!plmiisF i!h<used(mlhe'BDeo he fsGd At la Ong FE,_;ita 1p ailytg-Jde eaIBD pre oh an-aepl me of lh,p,k,„ale gme mgieipmd6:fighrdedesiyaeide sinyleLou depicted code TDDaaly, andee 1p41. the de4gemscmp'.oes,lcadag madmam, MANUEL MARTINEZ, P.E. s nohLgam!se ilM6Tuuloe eoyBudd agsMeeecpa_sDldyo{den mer lh �Caaesaaulh erred dgent ce der inop Deugner mipa apv!ditv�heJl4the 1pGdelotal Be �d�g mdd fiadtphl.tAe appnul ON 00nd nay LeldeseohbeLou, mdedmghoadrug, shmge,W%ftin and hmdng,N11 ht the #047182 -!z. �rnp ov5 hyotfhe Bm Gry Des gaeraodLoahomer.ali role ufoalmdo ND mddo pracaces aad ga 3etonol!lrc Bmlemg(smpoxefklery Wo mnonJ6[yXpiBCshed byRiaod S6U Meuandhr genmal gads MI Bermes derap Wiftsa¢d defies of A, Tun D6grne,Teoss 062ahgm.,.4 inrss8aa 1 d ei Tmle odn I a d fined M a Caol,an aghdd p a a p 1 g gallpa asp is i d;ihd I u heug Eegiaee!ishOhhe B 7dmg Uevg tt oiL isSYile� Ug oed foe aay had&aq. AC (apdegmdfmms oumdeBar! ingP41. I OOI9 CIIOIItnn CIT. ,(opynghi(',ZOIS,A1BootT uxetr Menaal XtadaiPF,;4eprodnt as of ihidawmem, in o�yfd�m es pe hhded IiM1 rgnenpasmres cn home IRaol Lutisef, Mpnuei Mnpinea,P.L 0dando, FL 32832 Job Truss Truss Type Oty Ply El B A0717327 63357 C08 ROOF SPECIAL 1 1 �StdPac/6510 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:31 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q jmno5g2RyMMy2SgiA7u7YIM32_27cDPANgDmOOzegG_ 2-5 12 8-7-4 11-7-12 14-8-4 20-7-12 22-9-6 , 2-112 6-1-8 3-0-8 3-0-8 5-11.8 2-1-10 ' 4.00 12 4x4 = LOADING(psf) SPACING- 2-0-0 CSI, TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood.sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 17 = 1237/0-5-8 (min. 0-1-8) Max Harz 17 = -23(LC 13) Max Uplift 8 = -412(LC 9) 17 = -417(LC 8) Max Grav 8 = 1237(LC 1) 17 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-1237/823, 1-16=-11861799, 1-2=-1112/747, 2-3=-2797/1871, 3-4=-3081 /2101, 4-5=-2995/2044, 5-6=-2718/1818, 6-7=-962/647, 7-8=-1185f793 BOT CHORD 2-14=-1098/847,13-14=-827/1227, 12-13=-1404/2067, 11-12=-1404/2067, 10-11=-725/1073, 6-1 0=-1 1341869 WEBS 1-14=-1082/1606, 2-13=-1118/1683, 3-13=-1352/1041, 4-13=-772/1183, 4-11=-693/1064, 5-11=-1315/1014, 6-11 =-1 176/1770. 7-10=-103211530 NOTES - 14-8 3 DEFL. in (loc) I/deft Ud Vert(LL) 0.2011-13 >999 360 Vert(TL)-0.4311-13 >628 240 Horz(TL) 0.22 8 n/a n/a 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Pl ite(s) at joint(s) 1, 3, 4, 5, 8, 16, 15, 2, 6, 9, 14, 13, 11, 10 and 7 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 12 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=412, 17=417. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''/dt gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Dead Load Deff. = 114 in N t4- A 0 I PLATES GRIP MT20 244/190 Weight: 140 lb FT = 0% Nottieg Piedteehaa nM1ya Me.Ali(lOFID(lSS6I'SftlEr'AGfNIIAIRWSd(DPDOIDN'NSIOYariDlLjIfINCA'IED6[4rNl ba Ye drdmgn pa ele faed seoi wt hs hse D09D'e ing RDD)oad the MooedR.Un, PE Ed not Sheel tefo:aose. Dniess odenisa r•><ed oethe 100,onh V.-M qd pble,ha sOkkawdf IhefDDuh-lid,Asa(rut, D,Q,tog.neeitefpuly[gen}Ih,a#,pTDD pr of p(tt INpte ategix,og"vnwhLyfor theda4geoflheeingl,1,otedepittatothe EDDonly, eneat Pfi.INeae4gnmamp"en,,toodng,nadmane, MANUELMARfINEZ,P.E. tlemidyodcuedthnils fore y 00dog 6fheusp Sibiilpofthe (lone ih it the Ding Det'go *4wiel0the ll4the IRC the knot hed'ng 6di ud MI. the opprceol of the TDD end any Galdme al otNot, ladedmg haodhg. ttmoge,,nttoDoliee end 1,wiag. thai be !be #047182 •'r. �rapans3ddy olne Ym dog Oetrgaerond Cbhhadc AOeola.ela it KgDa d0 p fit sand god me til'16 lung(empo a lk ylnlo, naoc(BtlpD#r.shedhpSPtoodi 4 "I'a"ted hr genaol goodeau. TPa defines the"'PeaslDr�Nes and doom of the bms 0edgre,, Rem D,,ko rn mttend • 10019 Charlton Or. - 1 of aana(- I- a dile s th t - n d fin dhP (col tl aq -e op n an Ivg hY, II pan s iati I ed. @e a s Dedga(g e e i harthe P ling Devout or i cftgyslem fng Deer too aay Daddog. 10 (aphcDudteams ore m defwediorP41. (oLyi E2.0ISA)belires'WMccuelIRarLdee P.E.,ieptpd.aiofiofIhidotum el Inddj(eten O(IaadOa FL 31832 apt.h,hded.6rrdlenpa rit'ionhemAdRDofGuiles' Mc ueimo(¢na,P.F. Job Truss Truss Type Qty Ply Std Pac/6510 EI B 63357 C09 Common 1 1 A07173�`8 Job Reference (optional) Al ROOF f Rusts, FOR I Pltttct, FL 34945, design(galtruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:31 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMy&9q-jmno5g2RyMMy2SgiA7u7YIM1 D_15cMbANgDmOOzegG_ 7-5-0 11-8-0 15-11-0 23-4-0 7-5-0 4-3-0 4-3-0 7-5-0 5' d 4x4 = 3x8 11 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-10-7, Right 2x4 SP No.3 3-10-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 714/23-4-0 (min.0-3-0) 7 = 714/23-4-0 (min. 0-3-0) 8 = 1139/23-4-0 (min. 0-3-0) Max Horz 1 = 100(LC 12) Max Uplift 1 = -298(LC 8) 7 = -306(LC 9) 8 = -281(LC 8) Max Grav 1 = 714(LC 1) 7 = 714(LC 1) 8 = 1139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=1015/933, 2-3=-907/952, 3-4=-372/497,4-5=-372/497, 5-6=-907/952, 6-7=-1014/933 BOT CHORD 1-8=-722/860, 7-8=-722/860 WEBS 5-8=-714/757, 3-8=-714/757 NOTES- 1) Unbalanced roof live loads have been considered for this design. 5x10 MT20HS= CSI. DEFL. in (loc) I/deft L/d TC 0.82 Vert(LL) n/a - n/a 999 BC 0.73 Vert(TL) n/a - n/a 999 WB 0.38 Horz(TL) 0.03 7 n/a n/a (Matrix) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=298, 7=306, 8=281. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0% 0 wg FI se tho,ugM1lrn M YliOafTAUSSfitSEllCt ygE4[tdliCtkg6(GKgn1aN'[Ug'DYnrtUrtrj ldMCiYtFD6CYfYF'farn,Y 4 i I."deoioal A f u0e4ga Nesmg(IOD)avdtke YaecelYaR n,PtAeferzoteSM1ta Eetreou. gnlatt oSeniw vateiao l6e lDD, only �YTettaane heputei tFniihe tdlm lM1 iUD to he.ar.a Atalrn Day Fng eei(44p talty[ug de ¢tM1e uo do anj n0 ep of dt ilp(rou all eFd;i_e leg eeil genp.atih:htyhrtF<daigncfthe tingleLmtdepined ao q:elDO anlr,oader Rol. the det'ryeosumptya; laadwg madMam, MANUEL MARTINEZ, P.E. wto6iAra dote aflAhinst lot rnypu�ldiag is lgerapa.t E7iryoftge Orperlh arnertamh ersed gme lge rlllc gga pne mffe anletl.c}thal➢LMe1r4Melom15 �d eg lode i.diPgl. Igtopprat.l offkIDDand ory}elduttohheUon, mdudinp haadkg, tlatnge,iakllaYoa and hroaog, steal@e �e #047182 respanY�rtroii4a Amdag get goer Urd [enga0er ggaoletul a.lulfia lDD aadtSe pardttta dgou7ahae o11M1 Gle pCa poe Ikl tylar emmaa (A[SIJ pa6refiN6y Rtaad Srt0.ae elernttdhe ganetal gdh". VA de6nathe tapna b-lia ud dd,, dtha nest gaigalms aetip ragi-,end fnr 4malada ei �IhoMp udefiotd Ctoe I_,d. amiu. ya0, vestl?cirfd:l¢efruu gef jo ragde •gRAftlefi tid'ia geu r,ry usy,i omg npn ietoarhag�ng. w C.Phk.df"mwte Mad 1. nH. 10019 Charlton Cir. gY g Fna 9 r g 9 ','(opplghlC)17rS Ad AcalLostat• MdvaelMad net P,f.�AeptUd q ca of Ihid daemenf In u.g leim, is pteM1 6 fed jrilkrrdfe,peimis9oo kpm A I Ygof imtips-tdannel Mntline[, P.E Orlando, FL 32032 Job Truss Truss Type aty Ply Std Pac/6510 El B A0717329 63357 C10 Common 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:32 2016 Page 1 I D:zBDSeh5DxBa Epitf4?9_vMyfk9q-CyKAJO33jg U pfbPu krP M4zvEeO PdLgJJ bKyKvTzeg Fz 7-5-0 11-8-0 15-11-0 23-4-0 7-5-0 4-3-0 14-3-0 7-5-0 e 4x4 = Dead Load Dell. =1/4 in a m 0 4x10 11 5x8 = 4x10 11 11-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.17 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.46 8-13 >610 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 102 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide, REACTIONS. (lb/size) 1 = 1283/0-8-0 (min.0-1-8) 7 = 1283/0-8-0 (min.0-1-8) Max Horz 1 = 89(LC 12) Max Uplift 1 = -747(LC 8) 7 = -747(LC 9) Max Grassy 1 = 1283(LC 1) 7 = 1283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/4, 2-3=-2275/2245, 3-4=-1894/1820, 4-5=-1894/1820, 5-6=-2275/2245, 6-7=-533/4 BOT CHORD 1-8=-1919/2066, 7-8=-1919/2066 WEBS 4-8=-642/779, 5-8=-537/709, 3-8=-537/709 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=747, 7=747. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Warning -Pleasethe-95by,ariaw[be 'A -I Re aFYLISS(SIiRS[Pj,GENERA[ TRANS VON DInDNS CUSIONIRrBUT111ACNNOWLEDGEMINI'loin Verily design paameinsoad,ad nties anthisTrnsDedgnDasingODD) and the earned Wrns;P.LRules onto Sbeel before use. Unlessolhersnasideda.the TDD,only M UE fN J\oneb samorlor plates shell be used fa the IDDI.b... H. AsalrmsOnign(ngiaeer[e., Speuolry EapineeQ, Ibeu.lwaryIDDreprmm� ea aaeplcn«of the pwfasiooal engiaeeringmpomihUiry tanhednlga ohhe siagleirmsdepided sea the IDO Only,u.derlPl-I. Ibednig.ass.mpUoas,baGrng tendmoos, AN LMAR I EZ, P.E. aOobility call - of this nussIt, any Budding is IS, responsibility of the Dane; the Orts",outhorixd agent or lb, Auilding Designer, in lbe.ct,.l al the IRE, the ME, the Intel building ,do aid YPI1. the sepprora1.1the lDD and any field- of the nuss,induding banding,storage. installation cad Rating, sBall be The #047182 rnponsadiry of the luDdi.g Oesignn send(oallosor. AD notes sel ad in the IDDend the pradi«t and guidehon allhe Suildig(instead Solely lnlnmaian(ICSppubrrshed bylVI end SBCAor, selection! for general g6doa c. IPUl defiaeslhernpca46OUia®dduliesol the rows Designer,ima Design Fngmen nod 10019 Chorlt0n Cir. Truss Merchants unless oth—h, diluted byo Conrad ag«edepaa in silting by .1 penis, I laid. The Truss Design EagNen is NOTtheBuildiag Designer or puss Ss,slea(.giants bar seas, building. All (spilanid Ines ae or defc,d I.TPI.I. Copyright 02015 A -I Real trusses -Manuel Mosinee, F.E. Repiodusinn of Ibis dosuneal, in any font, Is prohibited with sfnen permission tram A -I Raaf Trusses -Manuel Mosinee, P1. Orlando, EL 32832 Job Truss Truss Type aty Ply Std Pac/6510 El B 63357 C11 Hip 1 1 _ A0717330 Job Reference (optional) All ROOF TRUSSES, FORT PIERCE, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:33 2016 Page 1 ID:zBDSeh5DxBaEpiff4?9 vMyfk9q-g9uYWM4iUzcgHl_5HYxbdASPloff4HgTq_itSvzegFy 6-9-6 11-0-0 12-4-016-6-10 23-4-0 6-9-6 i 4-2-11 1-4-0 4 2-11 6-9-6 4x4 = 4x4 = Dead Load Defl. =1/4 in 41T10 II 4x6 = 4x10 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1283/0-8-0 (min. 0-1-8) 8 = 1283/0-8-0 (min. 0-1-8) Max Horz 1 = -84(LC 13) Max Uplift 1 = -753(LC 8) 8 = -753(LC 9) Max Grav 1 = 1283(LC 1) 8 = 1283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-519/0, 2-3=-2293/2263, 3-4=-1926/1856, 4-5=-1866/1857, 5-6=-1926/1856, 6-7=-2293/2263, 7-8=-519/0 BOT CHORD 1 -11 =-1 94212085, 10-11 =-1 398/1742, 9-10=-1398/1742,8-9=-1942/2085 WEBS 3-11=-504/641, 4-11=-256/342, 5-9=-256/342, 6-9=-504/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 3x4 = 3x4 = CSI. DEFL. in (loc) I/deft L/d TIC0.67 Vert(LL) 0.20 9-11 >999 360 BC 0.98 Vert(TL) -0.52 9-22 >536 240 WB 0.27 Horz(TL) 0.10 8 n/a n/a (Matrix-S) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) atjoint(s) 1, 1, 4, 5, 8, 8, 11, 3, 9 and 6 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 10 checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=753, 8=753. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and './2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Ia PLATES GRIP MT20 244/190 Weight: 107 lb FT = 0% Warning-Pleoseth—olyreei.wthe'AdIDOFUUSSESi'UMj,COGRALTaMSf(ONDITIONSCUSIOM(grauranAtKNOWI(OG(M(Br(arm.YerifydesignspmomelnsandreadnotesonthisTianOesigaOfo,ringODD)andtheAoneelMortiner,PElelneaceSheofWoeuse. Unless otherwise stated "Uei00,only MANUELMARTINE2,P.f. �tliio. mane..,. plates shoo he used for tie 100 to beeDgd As o Imss Design [ogimer (ie, Spedolry Ingineer1 the cool on mylOD .,promo. an otep.ona .1 Me professional engineering responsibility for Me daipo orMe single Tmss depidedoa the IDO only, undo In-1. the dniga osumytiaos, boding mndaiom, w0obilityand of of Ibis T far any InOdi.g is the responsibility of the Omer,the owners aoherindagem ar the Building Designer, in the contest .1the or, the IB(, she local building code and TPA1. the appro..1.1the TOO and any held me Ditto frmbinduding handling. storage, imloDdion and bco.i.g, shall be the #041182 rapon"Kay of the hikm Building Deeperand(ounce. AO noes set Do? is The TOO and The prnoimsend guidelines of the luildmg(component sAery, lnf—clica OCSgpobhshed byTFI and58CA an, mferD,,dforgeae eiguid..m.Rlddaft..th—,ponsibimes and duties of the Truss Designer, Trot Design Fogweer and 10019 Charlton Cir. Loss MaodasnmO odes. attenise delbed by o (omrod agreed upon a ui0ng by all pmNes mocked. The Tmss Oesigninginem is RO Ile. BoildingOmignmortruss Sys.<m fnginen f—mybailding. All (apimOrzd fnms alas degaed in IF Copyright ©7015 A -I goal Tresses -Manuel Manion, P.E. Reproduction of Ibis document, in any loan, is prohibited with written permission hem A.I Roof trusses - Manuel Moamar, P.F. Orlando, FL 32832 Job Trldss Truss Type QtY Pac/6510 El B A0717331 63357 C12 Hip 1 [111 1 �Std Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:33 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMy&9q-g9uYWM4iUzcgHl_5HYxbdASQboie4J_Tq_itSvzegFy 5-8-11 9-0-0 144-0 17-7-5 23-4-0 5 8-11 3-3-5 5-4-0 3-3-5 5-8-11 4x6 = e nn r� 9 4x8 = Dead Load Defl. = 3116 in 3x8 = 3x4 = 3x4 = 4x8 I I 4x8 I I LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014rrPI2007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1283/0-8-0 (min. 0-1-8) 8 = 1283/0-8-0 (min. 0-1-8) Max Horz 1 = 69(LC 16) Max Uplift 1 = -768(LC 8) 8 = -768(LC 9) Max Grav 1 = 1283(LC 1) 8 = 1283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/31, 2-3=-2289/2217, 3-4=-2093/2032, 4-5=-2037/2020, 5-6=-2093/2033, 6-7=-2289/2217, 7-8=-377/30 BOT CHORD 1-11=-1906/2075, 10-11=-1645/1970, 9-10=-1645/1970,8-9=-1906/2075 WEBS 3-11 =-1 98/317, 4-11=-93/258, 5-9=-93/258, 6-9=-198/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. CST. DEFL. in (loc) I/deft L/d TC 0,64 Vert(LL) 0.22 9-11 >999 360 BC 0.79 Vert(TL) -0.32 9-11 >888 240 WB 0.13 Horz(TL) 0.10 8 n/a n/a (Matrix-S) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; _ Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=768, 8=768. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yzr gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 110 Ib FT = O% 11-mg-Fla..themaghlymsmthe14ROOF nUSSESrSEI(Qj,GENERA(RRMS&(ONOInONS(USTOARrBUYnIA(powaDGEMENrforo.11"Hydesigopwomett-adreodamesonhis Ease Omig.DioxingODD) and the Manuel Marriott, PLReference Sheet before use. UnlestoMenitestatedmeMeFOD.sely MANUELMARTINEZ,P.E. J\WTeb mooenmr plots shoU be used tom the IOD to berafid. Are Inns Design Engineer ru, Spmulry Engineer), the seal on ony IDD represents on aneptance of Ibe Pmfessiand eogioari'j mtpoodhdiry fer the design olMe Bugle Irvu depined oat Ibe n0 only, undo IPId. Ibe design asmmplioas,laadup noddions, naahigry and ose of thishunfam ony AUUdiog is lAnespansibiliry of lAeOrtrtm,tAe Owner'soatharited agenlartbe Building Onigeer,wthe moteet onhe ll(,thelB(, the lomlbuBdimgmdeondlP(1. the appmaol olthe IDDand any held me of the lrms,iaduding handling,storage, innoUnNon and bracing, that be the #047182 resp-ibillty of the ludding Oesigmerand Warner. AD not set out in the IDD and the parties and guidelines of the Bulding(omponeal Safety Information RCS4publithed bylPlond SEER ernefereores! far geneml g6deam.IP1ddefines the mipmesibTaies and dufiss of therms Designer, Truss Design Engimeer and 10019 Charlton Cir. Test Aboufathmr,note%cAtreise defined by a(eamel agreed open in nifiog by all partiesimeahed. The Truss Dodge(nguea ldm is NOT the lug D,09orTrun Syskm login eer taroaybuldmg.AO (apitalhedlerms meadefinedio IPFI. Copyright©g01f A I RoolTrusses-Manuel MaraneT, P.F, Reproduction of This document, in any form, isptohibiled With written permission ham A 1 coal anuses -Monet Mmtinn, P.F. Orlando, Fl. 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A07173s2 63357 C13 Hip Girder 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:34 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-8LSxki5KFHkXvvZHrGSg90 VOB10pcdc3eRQ_LzegFx 1-8-0 84-0 13-0-0 t 17-M 24-4-0 26-0-0 ' 1-8-0 ' 6-8-0 4-8-0 4-8-0 6-0-0 1-8-0 Dead Load Defi. = 5116 in 5x10 MT20HS= 3x4 = 6x6 11 6x8 = 6X6 11 3x4 = LOADING (psf) SPACING- 2110 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.38 10 >724 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.53 10-11 >510 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 126 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-24 oc bracing. WEBS 1 Row at midpt 2-11, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 12 = 244010-8-0 (min.0-2-14) 8 = 2440/0-8-0 (min.0-2-14) Max Horz 12 = 64(LC 8) Max Uplift 12 = -1730(LC 4) 8 = -1730(LC 5) Max Grav 12 = 2440(LC 1) 8 = 2440(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-854/548,2-3=-4855/3327, 3-19=-5457/3880, 19-20=-5457/3880, 4-20=-5457/3880, 4-21=-5457/3880, 21-22=-5457/3880, 5-22=-5457/3880, 5-6=-4855/3328, 6-7=-854/561 BOT CHORD 1-12=-621/933, 11-12=-684/933, 11-23=-3022/4506, 23-24=-3022/4506, 10-24=-3022/4506, 10-25=-2984/4506, 25-26=-2984/4506, 9-26=-2984/4506, 8-9=-634/933, 7-8=-634/933 WEBS 2-12=-2330/1867, 2-11 =-2414/3579, 3-11=0/328, 3-10=-808/1216, 4-10=-942/882, 5-10=-808/1216, WEBS 2-12=2330/1867,2-11=-2414/3579, 3-11=0/328, 3-10=-808/1216, 4-1 0=-942/882, 5-1 0=-808/1216, 5-9=0/328, 6-9=-2408/3579, 6-8=-2330/1865 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 3, 5, 7, 2, 11, 4, 9 and 6 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 10 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 12=1730, 8=1730. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 466 lb down and 566 lb up at 8-4-0, 222 lb down and 283 lb up at 10-4-12, 222 lb down and 283 lb up at 12-4-12, 222 lb down and 283 lb up at 13-7-4, and 222 lb down and 283 lb up at 15-7-4, and 466 lb down and 566 lb up at 17-8-0 on top chord, and 340 lb down and 226 lb up at 8-4-0, 70 lb down at 10-4-12, 70 lb down at 12-4-12, 70 lb down at 13-7-4, and 70 lb down at 15-7-4, and 340 lb down and 226 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 13-16=-20 Concentrated Loads (lb) Vert: 3=-276(B) 5=-276(B) 11=334(13) 9=-334(B) 19=-157(B) 20=-157(B) 21=157(13) 22=-157(B) 23=-44(B) 24=-44(B) 25=-44(B) 26=-44(B) Warning -Plmselhoraugblyreworlh,'A-I ROOF RUSSEStSURICENRLITERMSAlassDodgeD—firgODOtandtheManuelMarfineyPEAelarea.She'shetomaugnleno0eni.ratedoetfwND.only MANNEIMARTINEZ,P.E. AiNuieR roaoedar plates shop he uud for Ae SOD so 6erofid. Asa Truss Dniga Engineer[ e,ipedulry [ogwcerJ, Ae runt os Dart, IDD represeaI. an....phase of the professional engineering respoasibigty forth, design of the simple Truss depided an the SDD only, Dade, In 1. @e design osramplions, Madiop teodifionL sanobility and or, of Air T rfor any BuBdmg is The responsibility of she Owner, the Owner's outhmi,ed ageal or the Building Designer, in the anlnt olfhe lA(,theRIC, the Intel baddmg rode oadTPI 1. Theapp,s,daithe TODaad any field use of the Truss, fnduding hoodfg, stoage.intsDOWn and basing, shag be the #047182 "' the bitting Designer and(Omredor. All notes set out in theTODand the prockes and guidefinesalthe Baflnng(trammel Safety Information by and ma ofeumed for generalguidann,Vt.] defines the responsibilities and dufies of the Designer, Truss Design Engineer and 10019 (haElton Or. Gass Manafaehrer,onlns otbenise delned by o (ommd ag,ad upon in wiifing by all pmgn iorolaed. the arms Design Ngmen is NOl Ae BaOCsagEedgner or has System fngmen far art, bedding. All (apitdh,d terms meter defined in TPI-1. Copyright 02O1S A -I Roof Trusses -Manuel Marline,, P.E. bloododisn of This dommeol, In sort, [am, 1, prohibited with written permission ham A.I Roof Trusses- Manuel MorfineR, P.E. Orlando, FL 32832 Job Truss Truss Type Oty Ply Std PaD/6510 El B A0717333 �63357 C14 HIP CAT 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:35 2016 Page 1 I D:zB DSeh5DxBaEp itf4?9_vMylk9q-cXOJx26, y0bsOW38TPzz3ibXgpbOgY75mH I B_Wozeg Fw 2-5-12 74-12 12-91-012 1610 , 20-7912 , 22-9-6 2-5-12 4-11-0 4--9-0 3-0 2-1-10 33 3x4 = 17 4.00 FIT 4x4 = 3x4 = 4x4 = Dead Load Defl. = 114 in 3 I 3x4 2-5-12 , 74-12 16-10-12 LOADING (psf) SPACING- CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL %0 1.25 TC 0.98 Vert(LL) -0.20 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.46 11-13 >587 240 BCLL 0.0 ' Rep Stress Inc' YES WB 0.54 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-S) Weight: 189 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 17 = 1237/0-5-8 (min. 0-1-8) Max Horz 17 = 75(LC 12) Max Uplift 8 =-450(LC 9) 17 =-439(LC 8) Max Grav 8 = 1237(LC 1) 17 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-608/468, 2-3=-1125/830, 3-4=-994/856, 4-5=-87Of745, 5-6=-974/727, 6-7=-479/349, 16-17=-1237/833,1-16=-1197/905, 7-8=-1194/859 BOT CHORD 2-14=-904/661, 13-14=-493/584, 13-18=-757/1096, 18-19=-757/1096, 12-19=-757/1096, 11-12=-757/1096, 10-11=-323/450, 6-10=-955/704 WEBS 2-13=-242/558, 4-13=-278/153, 4-11=-450/344, 6-11=-384/682, 7-10=-763/1078, 1-14=-828/1113 WEBS 2-13=-242/558, 4-13=-278/153, 4-11=-450/344, 6-11=-384/682, 7-10=-763/1078, 1-14=-828/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=450, 17=439. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard i9 g FI s ri a hlp be dI RODnEUSinf'Spll[[pGSNIRAI'1[L4Sd(Gh9111DN"(USRNFgrMERj A[RXOYVtEDGFMFM Fom Ye fpdei gnp n ei to d eod ool t Ihshau DevgegreriogRODJ oedshe i!aoeelvni(nn,PE RelerenuSM1eet Gelora ma.Unl!st os§en(u s!otet oe rf�e lOD,anfr �Y ltA ronnedorplole: *alib dt'IM1 rDDl be rd Aii 0gk-eei(e,ip. etly[y.--hl iM1 S-YIDD pr mt an'¢epinnaollnep-k •cleg Ingjnpoevworh,If. detign06, tigl,N. depidedmIf, TDOonh, wen MI. the de4ge otsempeans: Gndag madehns, MANUEL MARTINEZ, P.E. snimM'Gryeedoie ctfisl ssl y8idiag sme ap ubaitp o(thedmnlh'Cme wmhm¢ed agent es rAe Rml2�gDnigoenniht rDmerio'helRC thelBG lhilotolhu ld rgrode bod TP4l, the oppro*of ofila rODand eryfelC use of iF.e Gess,indnding headF:ng, domge; inYoli9lioo and hgdng, sFellbe Me #0471R1 '•I resp os3idt oirb Rm.d gO vg er rACnGd-AOttleisele lmille lOgaadiha Esmnuse dqo det slsh ElcgC po 15o1 iillrmei (DCSQp6lihed by Rl MffU alereudlor genre) go�nnse.IP.ldefine rDe retpontbLtin onddoties eSlEerfnsf Desigrrr. Goss Design lagiuer and 10019(horlton(ir. G td oaltl -r le Mer ')'heed SyeC Ind geE pee tragey Up s sinrfedib'1 fGevgnF gaeerGADtrFerm¢g Devg roUuts SYifem [ape ntoi oeYb Ifing.AD (apnafuedlnmt me of deGned'm lPld. •„ topyngh102015 Adtool imsses • Mimi Mad.cer, P.I.' hpmd drop otlhis JmMol in pny fsym, is prohihifed with rnllen palmiision liom A I ropf isusses. fAonuel Mpiiinpr, P.E. Orlando, FL 32832 Job Truss Truss Type Ply Std Pac/6510 EI63357 C15 HIP CAT rty 1 A071733!4 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:36 2016 Page 1 I D:zB DSeh5 DxBa Epitf4?9_vMytk9q-4jah8O6a nu_FBDjgzh U l Fp4 r6?p8HXtvWywX2 EzegFv 2-5 12 5 4-12 , 12-1-12 18-10-12 20-7-12 22-9-6 2- -12 2-11-0 6-9-0 6-9-0 1=9-0 2 4.00 F12 4x8 = 1.5x4 II 48 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 18 = 1237/0-5-8 (min. 0-1-8) Max Horz 18 = 60(LC 12) Max Uplift 8 = -464(LC 9) 18 = -450(LC 8) Max Grav 8 = 1237(LC 1) 18 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-602/456, 2-3=-1001/752, 3-4=-1292/993, 4-5=-1292/993, 5-6=-769/580, 6-7=480/342, 17-18=-1237/820,1-17=-1202/899, 7-8=-1201 /849 BOT CHORD 2-15=-864/586, 14-15=-452/550, 14-19=-638/910, 13-19=-638/910, 12-13=-466/714, 12-20=-466f714, 11-20=-466/714, 10-11=300/435, 6-10=-908/624 WEBS 2-14=-352/665, 3-14=-469/373, 3-13=-304/562, 4-13=-681 /612, CSI. DEFL. in (loc) I/deft L/d TC 1.00 Vert(LL) 0.06 13 >999 360 BC 0.42 Vert(TL) -0.1513-14 >999 240 WB 0.76 Horz(TL) 0.12 8 n/a n/a (MatrixS) WEBS 2-14=-352/665, 3-14=-469/373, 3-13=-304/562,4-13=-681/612, 5-13=-530/788,5-11=-693/561, 6-11 =-500/806, 7-1 0=-712/1047, 1-15=-767/1067 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at .joint(s) except Qt=lb) 8=464, 18=450. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard N_ c6 16 PLATES MT20 Dead Load Defl. = 1/8 in GRIP 244/190 Weight: 194 lb FT = 0%¢ P(a g P(e tlnriechly t6 A-1 IODnNSifir$llfl}G(671AllffDs[(CND111D16 NS DAFRrPNSrAjA(NNOlYI(062tlFN1'Ia,m..Ye dy defy pao Nuf A, a o!e o Ifisi,oa Wit. D-kg;NO}o014M em1 a,Pi.&(erenm shed Ed'. 11A.4-i,e vw'e oethe MD,-11, NT N,e to; p(pressc DEe i<d( (6 'DD toh hZ Atel nDm gufnc 2er(e ip rdy [agaen{Ihe uor6rucyNDrepreteof,ands(pfcote of lle ....... .... Bell giejpeesib;lily!or tke deugnol the skgleLuxdepinedeu �hsIDD anlr, ooder fPn. the de4gnmscmp:oasJcodag readnioo,, MANUEL MARTINEZ, P.E. �_.funohruy and c,e cf th, T,o„to(enyau ra og ,the mp, ¢e}(ro(theome (h. Cice samha¢dogeme-rhea ld ngae,,poe mlFe mnleg o} alSUhe BKthe lae151d rgiade`oed lP(•(. the oppmrol oflFe lDDan9 eay l:elduse al lF.elrvse, indufng hoods g, sloiage; instellelioa ondCratiaa, sf 11 he Me #047101 ..rep m41yo11h EudgDe¢g, roob(t ar.ADcoletufodeMaNDeod.S p, hre,eudgaderoe,oftb a le g(o poeotki7wfotmolBnDphli6HayTPtondSRtim uh—dfo(genre(gudeare.(MHdeaee,mnapeeGhdfimAhfimitteT—Nsljn,drosltespbitce—d 10019(horlton(ir. fius IhoiioA er uale ,otNet fed fined bye (lot ca¢ eeu oan Gpg lY,allpe teskldlved Theirms De o[o aee Is NUT!Fea Idtgg 0<gerorT oAs s(. Fngmei}lga yh ddmy. AR (eprtchudtmm, ore os defieedm IP41. „ •,••; (opyngh(('61"ISA1RcotTms,es MeuuelMarline,,Pr Reim ff'O'd em thisdw.m,monyfeim,apehibl0wilhiMte petmi0onhmeAIRoof Trusses; Mo ue(Mathm'P.i UTIODAD,R31831 Job Truss Truss Type aty Ply Std Pac/6510 El B A0717335 63357 C16 ROOF SPECIAL 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:37 2016 Page t ID:zBDSeh5DxBaEplff4?9_vMyfkgq-Yw83Mk7CYC66mNIsWO?XnOc01 PAD03121cg5bgzegFu 5-0-12 2-5-12 -4-1 7-3-12 98-12 15-2-12 20-10-12 22-9-6 2-5-12 -11 1-8-0 2-3-0 2-3-0 5�-0 5-8-0 1-10.le 4.00 12 4x4 = Sx6 % 4x4 = 4x4 — Dead Load Defl. =1/16 in 3x8 = 4x4 — 3x4 7:r- 3 5 6 7 8 3x4 3x4 � 2 4 9 1 �W9 I f y1E10, 8\ QS%i �i �,2 17 7 Nil 7 ____B4 . ..... W3 ; .6 17 16 15 1413 \ j7 3x4 = 3x8 = 20 3x4 = 3x4 — 19 3x8 = 11 10 1.5x4 II 21 M 1.5x4 II 1.5x4 II 5x8 = 5x6 _ 5-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.07 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.15 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 211 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Except` B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12, 1-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 10 = 1237/Mechanical 21 = 1237/0-5-8 (min.0-1-8) Max Horz 21 = 62(LC 12) Max Uplift 10 = -453(LC 9) 21 = -368(LC 9) Max Grav 10 = 1237(LC 1) 21 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-605/461, 2-3=-784/638, 3-4=-919/731, 4-5=-1002/819, 5-6=-1500/1130, 6-7=-1364/1007, 7-8=-441/351, 8-9=-460/321, 20-21=-1237/829, 1-20=-1206/909, 9-10=-1204/828 BOT CHORD 2-1 8=-796/538, 17-18=-492/617, 16-17=-524/678,15-16=-741/1042, 14-15=-873/1281,13-14=-873/1281, 12-13=-873/1281 WEBS 2-17=-252/464, 3-17=-550/317, 3-16=-517/836, 4-16=-472/411, WEBS 2-17=-252/464, 3-17=-550/317, 3-16=-517/836, 4-16=-472/411, 5-16=-360/148, 5-15=-596/924, 6-15=-804/673, 7-12=-1136f784, 9-12=-748/1112, 1-18=-773/1078 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing Surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=453, 21=368. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ;;: N eg•Flexuttma M1lpt ib.A1100(IEDSSFSI'SEllFB441.4[WIIEIYf[(GkDI1fDNSNS'DYiirBUin�A(CMCWIfD6(YFhPhaYdydsgnp, el,e duodoot Iheh;mDeLgeOmringROD)oadthe4aecelNatlAr,.P3.&te,mttShcethek:eas.Ilolessoi5onixeUtedoetheND,anly MANUEL MARTINEZ, P.E. N7th maneAbrpla(ue*Ilhe ud (m lAe-00 tohe Id As e IrFe,DetipF pneeSte Sp 17(g n)IM1e uopaey TODr pemo(s oo aa: pla moll e,p;•.},:a le gxe yypiponeih:hry hrtha design dthe imgfebmtdepided ee the TDD only, aede,TP4l. the deigeanrcmpM1an,lmdog madhnm, eftbitty ia6edthit elomyBvldagbthe i peibhtyp(t Nei:h.Oratecmhegdeget0 WeDA61Decgn Ttsmaleii'diin[ the Mcth$kedadd'cyiodenedTPRThe appweldlCfTDDand'Ay Falde"elthtbon, Wed oghudrmg,nomge,ho'Aloaeed:radng,ehdlbe:be #04T182 ' tpansa(fydmeBodgDsgaetood(onhoct.ADrotullmMaNDa....r....adgderoeoflhBadBng(aponmgallyinfotmnoo(B[ nmdfit pe'.elgvdae.TFNdermeeth.... poesUtfisudMet olthe TmeeDnigemW,Cut, hgineereod 10019(horlton(ir. Ln eNanal tl-eraalt soMn se dthatdhy Caul ae ag -ed opaaund g!y Dpn et Yalred the Imes Gengn [age tl hatTFiE ili gDeug r rL i Syif mtngn edp )iayh il&no. AD (aprtthmdtnmsamoadehmdin 1M. topyrlghl�E' iOIS A 1 BoplTrvo;ei; Mrnuel Marl, ,.t, P.E: iepmd a�pO plihii document; IOOdp ldm a proh oiled hil@ ndlen p;!minion hom p I �RpolTyuisay Mo upl Moriinet P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 C17 ROOF SPECIAL 1 1 A071733u Job Reference (optional) Ai ROOF TRUSSES, FORT PiERt;E, FL 34946, deslgn(aDaltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:38 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-O6iRZ48gJWEzNWt246WmKE9JYpQIIOoC_GPe76zegFt 0-1a3-0 11--125-0r 7-3-124-3-0 11-6-12 17-0-5 22-9 6 -4-3.0 5-5-9 4.00 F12 4x4 = 5x6 1�:: 4Y4 = 4 3: 2x4 = 15 4x4 c 1..2 — o..e n " — 3x4 = t axq 11 am = 3x8 = 3x8 = Dead Load DeO. =1/4 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 10 TC 0.50 Vert(LL) -0.20 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.43 11-12 >633 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 192 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12, 6-8, 1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1237/Mechanical 15 = 1237/0-5-8 (min. 0-1-8) Max Horz 15 = 58(LC 12) Max Uplift 8 = -452(LC 9) 15 = -369(LC 9) Max Grav 8 = 1237(LC 1) 15 = 1237(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/365, 3-4=-588/471, 4-5=-1253/903, 5-6=-1115/768, 14-15=-1237/838,1-14=-1132/853 BOT CHORD 12-16=-569f778, 16-17=-569f778, 11-17=-569f778, 10-11=-594/865, 9-10=-594/865, 9-18=-594/865, 8-18=-594/865 WEBS 2-13=-1160/662,2-12=-710/1240, 3-12=-472/445, 4-12=-557/395, 4-11=-435/769, 5-11=-778/660, 6-11=-272/395, 6-8=-1284/884, 1-13=-714/973 WEBS 2-13=-1160/662, 2-12=-710/1240, 3-12=-472/445,4-12=-557/395, 4-11 =-435f769, 5-11 =-778/660, 6-11=-272/395, 6-8=-1284/884, 1-13=-714/973 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=452, 15=369. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard iVaag WnaetM yhlyre a the AtlD0nyI1SSE51'SEtI(t'�GENnAF1ECMf[(CnDlilOx NS'CYFYCyUI(gjl(¢NCri1ED6(gEhl tam,Y,dydecy p nto ; dudeei io ISSTrussgeilgoD—igllDD)oadeteYaneeSYnrk.,Uhle—SCeeltelon.—tele.4-i—Wdoee6,MD,enh �YS<4m dorplat<stl liheuudfo IheiDDroheedd AialraDnynfocaxr(ie Ip r ity[ag a)l6 I gwylDOrtpreseMsnoon;ghnnailh p ksiial ng p i si6;DtyforanftsgnafthesinglelmrsdeodedontheMDonly,snderT7N.I6edestgnasscmpron,icad:ogrondinaoa, MANUELMARTINEI,P.E. wdahgry arA ise d(dtisT silo enyyuYdap sMmeap oarbinyoltheome Ih a:du sash ddogmtor t6 B Ia yD .pot lothe eaaead a't6e 11(thg 186.the lomih ud ay mde aad lPhl. Rre opWaeol ottE Weed nor F.Wnse akte Irou, lodudng boadrag, domge, insthtioe oedhmdng. stall6e the #047102 resp os alAyott6e to dagD ugaeroid (oohed All rofe'.xl ad re MaID0 ind0e pmmcea aad goudeFonolth B lemg Lmponem Saiett lafammoe lB[SI}paarshedbylPiaoddyCA ere efereesed gar geanalguidneu. pl.1 dean.drerespo.'Wiies end dories efthe Treat Designer re a Design Eagiaeerend ,,,•,,, Irox Wool d er ogle s oMe S e d ked6y„Co 6agpgr `-d upon n ndug 6YeD to t s larol, d, IAe i s Dedgn[ y :eHsAOTtte 1;'wcg U g r r Ldst fyel a Iagmee f ; rty6 dung. Ay (apim6redlamtere es ddoed in IN-1. 10019 Chorltan Or. Cnpplgh19t015 A�(toeFTmsies;Manuel Madn [, P.E. eplad mon ofthisdaume t,m?ny la{rn; is pr hrbriedwlil vidle,pxtmmidntramAIRoof iNties'•Mo uelMiiiineY, P.F. Orlando, 1`132832 Job Truss Truss Type Pac/6510 El B u A0717337 63357 CA Corner Jack ::=eference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:39 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-UIGgnP9S3pMq?gREep2?sRiZJCveU3jLCw9BtzzegFs 1-8-0 2-3-11 1-8-0 0-7-11 Jxtl II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -61/Mechanical 4 = -87/Mechanical 5 = 395/0-8-0 (min. 0-1-8) Max Horz 5 = 46(LC 8) Max Uplift 3 = -61(LC 1) 4 = -87(LC 1) 5 = -271(LC 8) Max Grav 3 = 41(LC 8) 4 = 65(LC 8) 5 = 395(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-212/390 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=271. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Wareing - Pleasethoroughlyre,i fle'AdROOF VIUSSCS(91111j, GENERAL FIRMS ACONDITIONS CUSTONQI-BUTER1ACKNOWLEDGMENT` form.Vesilydesignpommelersandreodnolesonthi,TrossDesign DraringODD) and lMManuel nmMee,P.I.PefermseSheefbeSorease.OnlenatheniseslmedaetheND,aaly MANUEL MARTINEZ, P.E. WMroared., plops shah be used for Me TOD to ber,Ed. As a Truss Design Engine,,Ce.,Sped.lry Engineer, the x Ina any IDD represents an ameplanue of the professional engineering responsibility for the design of the 6.91e T, dephtedanthe IDDa.ly,order1PId. The design mmmplion6laadingmoditi.os, �tuAcblTrymd ese olMis Lussloraoy Binding islberespns3Ndy o11he0en,,.lhe Oe..(, suborner! goal or Me lailding Desigo,,,in the wrl"I off, llC,lb,1K, the heral budding code nndTPV1. the approval of the IDD and any field use fib, Truss, Wading handrmg.sMaggientaDanoo and bmriag, shag be love #047182 ,esp. ibldy of the Building Designer and (assassins. All notes set eal in Me ODD and the pradh, and geidehnes ,,fib. guilding(arepanenlSolery lnfosmatia.R(SllpubGshed byTFl andSGCA ore rofereondforgenemlguido.se. TPN defines the respossibiiNes and duties oflho%ss Designer, Truss Design rngioeer.d 10019 Chorfon(iF. Tress NooelosM1ra, unless mha,.M Wined by. Wharf agreed upon in ending by all pmfas ineol.ed. The buss U idgn Tougineer is NOT the Building Designer., Tress System (egiocer far any building. All CopitWired I,,ms ate as Mood 1.TPN. Copyright @ 2015 A.1 Roof Trusses -Manuel Madim, P.E. Reprod.i ion of ibis dommeni, in any loam, Is prohibiled rilb written permission horn A I Roof Trusses - Manuel Malian, P.E. Orlando, FL 32332 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 CA E Comer Jack 4 1 A0717338 Job Reference (optional) Ai ROOF f RUSStJ, FORT PIERL;E, FL 34945, oesignLa1truss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:39 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9_vMylk9q-U IGgnP9S 3pMq?g R Eep2?s RNcCx_U3 ULCw9Bfzzeg Fs -14-0 0-11-11 14-0 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frPI2007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 239/0-M (min. 0-1-8) 4 = -21/Mechanical Max Horz 2 = 67(LC 8) Max Uplift 2 = -197(LC 8) 4 = -21(LC 1) Max Grav 2 = 239(LC 1) 4 = 27(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=197. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Warning -Else,, thoroughly rerhere the 'A -I ROOFTBUSSES('9a1111C1NEBAIIEYUS&(DNOInONSCUSTOMERrBU1ERjAQNOWI[OCEMENrIarnYesify,designpvome¢nendreadmtesanthisTrussUesignDraringODD)andtheManuelMartinee,PE¢oferennSheetbelore ase- Unless alheothesteed..the Too ,only MANUELMdRTINEZ,P.E. '�Mneh roenertor plates sAoUbe used for%e IDDloberogdA Tara Dedgn E.gieen(Ee., Spedoiry Engineer), Me seal onanylDO mpresers®aarptonn of Meprahsdone engineering rnpomiMAty brthe desig.ofthe si.plelmss depicted.. the1DD o.ly,uad<rlPld.@edesig.ossamptionbka6.gmadifiom, sabobShtyand US, .1IN, Tross far a.y Bufdrug is the r,,p.U,iibTq.1the a.,,, the 0...A aehodred ogee orthe laifding Dosignebm the rarest of the lr(,the IRS, IAr loml building rode todW1.0, trip rora].1the TODond any field use.1the Tmu, indudng h®direg, Our age, rdeUnfion and bm(.a, half be the #047182 rnp.ns3liry of Me BuOdi.g Oesigver ond(ontrodor. AUantes set out in the ODD and the prodines and guidernesallhe WISHUR Component Safety lnfrrmrioenCSppublished byTPI enrl..rofenUsed ter general guidon. TP41 defines themsponsibUme and duties of the Truss Designer, Error, Design(ngioeer and 10019 Charlton (IF. Ernst MounteM¢r,..lest nthar.isedelined by o Conhadagreed upon in nifing hyallpmties inrolred. The Truss Design Engine. is NOT no Building Designers bars System Inginen tar any building. AU (epiLlued tons me s delined inIP41. (apyrigM©1015 A I Roof Trusser -Manuel Martine(', P.F. lepto ludian of this domment, in enyfares, is prohibited with written permission ham A-1 loaf Trusses- Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type QtY MY Std Pac/6510 El B A0717339 63357 CA P Jack -Open Structural Gable 4 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:40 2016 Page 1 1 D:zBDSeh5DxBaEpitf4?9vMyfk9q-zVpC_195g7VgdgORCWZEPfEkAeDUDWgVRZuIC?zegFr 2-3-11 2-3-11 oa 6 1.0X4 II 2-0-0 2-0-0 0-3-11 Plate Offsets (X Y)— f2:0-2-8 0-0-121 (80-2-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -67/Mechanical 4 = -93/Mechanical 5 = 40710-8-0 (min. 0-1-8) Max Horz 5 = 66(LC 8) Max Uplift 3 = -67(LC 1) 4 = -93(LC 1) 5 = -370(LC 8) Max Grav 3 = 56(LC 8) 4 = 89(LC 8) 5 = 407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-218/454 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=1b) 5=370. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Waiting •Fleas.thoroughly inviter the 'A.1 BOOT TBUSSIS r5E1 Il DENFBAI TERMS&CONDITIONS CUSTOMER (RY[r]ACKNOWI[06CNINrfarm an, Sheet before ose. Doles atAenise staled a. thelDO, only Is MANUEL MARTINEZ P.E. manedo,plates,loll be usedfor o,IDD tobetold. Asa Tmee,[ laws, Spedchllp Engineer),theseal on anyTODrep,esnb asmaptanm of the pralnssinnol engineering nespenbibq for the design of Me single Iry deplledao The WV, Thedesign oxumplia.,,loadingneaditiom, solublityyad act of Ibis Trussrot uy BuDdmg lthe respnnshuddy of the anti, the Ownersaaboshm edagent or The Building Designs, in The mnt.1the [K the IBC,the Intel building rode and TPl-1. The nap I of the TOO and any field me chill,Ties., Wading bandkoVieeage,instagmian wd braving, shall be the #047182 r ,eshGiepamiblityoftheBuldingDesignerandContradhot.AllwitssetaidintheRDandtheproulimsandguidelines.1theBuildigUnapenowSaferylnfmmmin.PCSllpublishedbyRlandSECAmerefer.n,,dforgenemlguidonn.ORdefi�esTherespatubleiesanddodesofthelues,D.igner,TruuDesignFngioeeroad J\ 1p019(horltonOr. loss Manufacturer,n unless otheise defined by a (salad self-dup , in aitlng by all Task, involved. The Trust Design Inglneet is NOT the Building Designer., lux Syd,m [.Ni-, Tar any building. AD CapimNeed tens out as defined in TPI.I. Cogysight@1015 A-1 roof basses -Manuel Anginal, P.E. Pepindedion al this darumenf,in any form, is prohibited with wrilln permission lam A -I B.0russe,-Manuel Martine:, P.F. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717340 63357 CJ3 Comer Jack 13 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:40 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9—vMyfk9q-zVpC_195g7VgdgORCWZEPfEkrcFRD WmVRZuIC?zegFr 1-8-0 4-3-11 1-8-0 2-7-11 1-4-0 3x 1 11 4-3-11 Plate Offsets (X,Y)— [5:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 14 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 87/Mechanical 4 = 14/Mechanical 5 = 367/0-8-0 (min. 0-1-8) Max Horz 5 = 88(LC 8) Max Uplift ' 3 = -63(LC 12) 5 = -207(LC 8) Max Grav 3 = 87(LC 1) 4 = 37(LC 3) 5 = 367(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=284/483 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 5=207. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wwring- Pkess thoroughly wrier the'A-I ROOFTIUSSES rSE(LElj CENTRAL mhis ICONDITIONS CUSIDMIR re11YE11 A(RIIOWLEDGEMENT'form. Verily design pmomders and read notes an this➢essGedgo DmvingRDDfand the N,anoel Minifer,P.E referonro Start before me. Doles mbarvisnlmed on the TDD, only MANUEL MARTINEZ, P.E. �MiTek mwedor plaht shoo be uudfor the IDDIo berabd. Asalots Design Engines tu,Specialty legineerI the sealoa cry TOO represead,ana plan,, of the prefeuiaaol engineering requnibdity, far the design of the siBgfeTruss depided on the TOO poly, ceder TPF-I. The design assomptiors,doadag mndilieos, sodobTty andu,a of this Tmufar any hildiag&the respon.I&y.1Far a..,the orners aulharited agent a,6, lailding Designer, in the,W,.f of the lR(, the IBC, the Intel budding ad, and TPLT. The appsrro1olthe TDDaad car field use of the gross,mded"mg handn,g, Wage. Workers, oadBWring, sbanbethe #047182 respar,ibilry al the Building Designer and(oenactor. All rotes set act to the TOO, and the Who guidennm of the BuildgCompaoeot Safety Nfarmoti.stRCSQ publulud byTPI and SITCA our ofrreused far gene,clguidee..911 dollarsThe-pondbOme, road duties .1the lmss Oe,igner, Trou Design region. and 10019(horlton Cir. Truss Manufodres, unless otherwise defined by. (onhad agreed upon in rrifing byall proper inrolred. The Trust Design regions, Es NOT the Build go.tgner or Ls Sy,fem Ieginee, for nay building. All (apilatW rIterms an, o, defined MPH. Copyright ©TOTS A-1 Rool Tmsses-Nonoel Madinez, Pi. Reproduction of this dammreE in any farm, is prohibited with written permission ham A.I Roof Trusses - MentalMartinez, F.E. Orlando, FL 32832 Job Truss Truss Type Oty Ply Std Pac/6510 El B n. A0717341 63357 CJ3A Comer Jack 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 3x8 II Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:41 2016 Page 1 I D:zBDSeh5DxBa Ep itf4?9_vMytk9q-Rh NaCSAjbRdXE_bdIE4Tys nICOaSyzzegDelkRzegFq 2-11-11 _ 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 152/Mechanical 2 = 115/Mechanical 3 = 37/Mechanical Max Horz 4 = 57(LC 8) Max Uplift 4 = -38(LC 8) 2 = -77(LC 8) 3 = -1 (LC 8) Max Grav 4 = 152(LC 1) 2 = 115(LC 1) 3 = 54(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Wa«ing-Pfa-tha-ghlyreeierthe 1.1ROOF TIUSSIS('dI11I*lFiER[¢AITOMS gCONDITIONS CUSTOMER ("RUY[¢1AfgNOWIEDOW[Nr loan.%ily duignpmamedsondreed sate,oelhisTw,DesigoDmvingODD) ond lheManuel Marline:, P.E ¢ele«n« Sheetbefom-. Unlessolb-he dnledan the TOD.only MANUEL MARTINEZ P.E. �Writ roonede,plot,, hall hau«d Far the IDO to hevoid.AsoI«ss Design hgioeer[e, Speddly CroneerI The seal on any TOO rape iron ai«ptw«of tNeprolenimol eop-dog«spoosibibly for the design ofthesingle Tmu depbled an the IDO oely,and,,IFI-I. The design unaaptian,, boding«nd&Nm e, sobabil it and do of Ibis Tea„for any Oddball [he-pensbdityol the Omer,fb,Omer, amhedeed a goal do, Raild'ng Oedgoer.in the r.feel dfla,CAT, IF, lg(, Iheidd bailing rode andTPE1. Tharp al d the CUD ad n,yfi,ld- did. Trum,mduding handidg,si ge.immgati—d1h iag, shall be the #047182 r ! rupom3iliryonheRuddiogDesignnand(oonadoeAll ever seladinthe TOO and the pronitesand guidefinesoftheRuildleg0naponealSolely lnlmmalian(ICSt)puhrishedby,71 unISSIAorerehreo«dforgeneralRuifner..VE)hfinnlhe«,pensibDitie,anddotiesdib,Tres,Desigeer,bar,Emig.Engineeroad 10019ChorltonCir. Irua Nonufoda«r, antes, eh —he defined by o Wfadl eg«ed upon in vriting by.11po lie, ierolead. The bun Oesiyn [ngin<er is NDI the Roilding Dedgnei of buss System [nyioem lar any building All (apimluedfnms me os defined in 1P41. (opyrigM©1O1gAlgaol Trusses-Monoel Gadine;Pi.1,pradedim of This domen6 in any Imm, is prohibiled vUh.,into puirinian hem Ad goofTwas-I nod Marine¢, P.E. Orlando, FL 32832 Job Truss Truss Type aty Ply Pac/6510 El B 63357 CJ3E Comer Jack 4 1 jStd A071734$ Job Reference (optional) ROOF TRUSSES, FORE riERCE, FL 34946, aesign@altruss.com Hun: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:41 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-Rh NaC5AjbRdXE_bd IE4Tysnu5ObDyzzegDelkRzegFq 2-11-11 2-11-11 El Lx4 = 0111" LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 90/Mechanical 2 = 317/0-8-0 (min. 0-1-8) 4. = 34/Mechanical Max Horz 2 = 127(LC 8) Max Uplift 3 = -86(LC 12) 2 = -222(LC 8) 4 = -7(LC 12) Max Grav 3 = 90(LC 1) 2 = 317(LC 1) 4 = 46(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=222. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Wamiag-Please thoroughly rerieW the'Ad BOOFTIBSSIS (411111, nNIRAI TERMS B CONDITIONS CUSTOM ittBUThERI KINDNIEOGEMENI'form, reify design parameters endreod nmet an this Truss Design Drawing ODD) nud the Nonuel MTr,Me,, Pt Rele,enae Shert bdme use sUnle,satha arise based ao the TOD, only 'Mird mnaMarplot,, shelf be used for the TDO to be uord. As a Thrust Design rngineer[,,,lVdolry EogineerI the not on anylDD,epreseott an osttptonse of the profeuiwal Tulineninp re,poosihdiry brthe desipoafthe tuple lives depitled on 16elD0 only, Dodo IPl 1. the design o,wmptioas, loa6ngadnddiam, MANUEL MARTINEZ, P.E. ' mimhairy®douelMi,LunroranyBuOd'ugnlAerespe�sthififfdibeorad.Th,GainersTrmhaAmdaged a, the RaildiagDesigeer,inthe ramedofthe 11C,theIRC, the lomibuilding rude and TPTLTheapprotolofthelODand Troy field use ofthe Trust, Winding hondlag.stamge,installation and ked.g•shall beTh, #041182 responsibility of the Building Designer and Contester. All notes sal am in the TOD and the ploUi¢s and guidelines al the Building Cumponeel Safety lobandbou, O(SQ published by ITT and SECA me referennd tergene,alguidTrnn. TPld detnes lha responsi60Uiesunddufin of lhelross De,igner,Luss Oe,ign Fnginee, and 10019 Charlton Cir. Truss Manulorlmer, unless ollxnise defined by a Contrast agreedupen in Writing by.11parties Wolved. The Truss Design Engineer is NOT the Beildiag Designer or iron Sy,tem Eageoel for any building. All Capitalized tarn, me as defined in TPrf. Copyright 02015 A-1 Roof Trusses -Monael Martine,, P.E. Reproduction of this dorumenf, in anyform, is prohibited with ninen permission hem A.I Roof Trusses - Manuel Martinez, P.E. Orlando, FL 32832 Job Truss Truss Type City Ply Std Pac/6510 El B A0717343 [63357 CJ3P Comer Jack 4 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:42 2016 Page 1 I D:zB DSeh5DxBaEp ilf4?9_vMyfk9q-vbcyPRBLM klOs8ApJxbi U4K3wQxgh P6nulNsGuzegFp 1-8-0 4-3-11 1-8-0 2-7-11 T 1 4-0 1-4-0 3x8 II 4-3-11 2-11-11 .1 Plate Offsets (X Y)— [5:0-5-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 3 = 87/Mechanical 4 = 14/Mechanical 5 = 367/0-8-0 (min. 0-1-8) Max Horz 5 = 125(LC 8) Max Uplift 3 = -93(LC 12) 5 = -289(LC 8) Max Grav 3 = 87(LC 1) 4 = 37(LC 3) 5 = 367(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-316/566 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 5=289. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Warning-Pleasetheroughtyreview the 'A -I ROOF TIDSSISrSal(11,6ENERAI.MRSACONDITIONS D-ingODOlandlheManuelNotlinegP.F.Beferen«Sheetbeforeose.UnlessotherwiseslmedaoMelDD,anly MAHUELMARTINEZ P.E. /!\Is «nnedor Flutes shell be used lot the IDD Is be vobd As n Imo Design Ingiaeer0,,Spedully EngineerI the seal oo any ODD represents as u,replan« of the profess'oaal engineering responsibi ily far the design .1 the single Tmss depicted ao the TOO only, oederITT 1. The design ossamptiom, Radial ..Men,, 06?ay and u« of ibis Truss far any Idding is the rmpaaibDity.1the 0—,The Omu,',amhomedagent or the Building kripor,in the mntntof IN, K,the IT(, Mt FurorbmlSeg rode and TPbl. ib, ppoial of be FEE ad any field use of the boss, mdudmg Trading. daege,ansiog Nce and bmdog,shallbe The #047182 responsihBiry of the Building Designennd(onhortor. AD oato,W-al is the TOO old the prudi«s and guidalnes of The Building(ompenent Safety rebrmmie.O(SgpubGshed byTPI and SECAam«leren«dfargenemlguidnu«. Rol defiusthe«spoosib00iesmddufim of TAeTmss Dasigoer, Truv Design [ngioear and 10019 (horlton Cir. Russ Yonulortern, oelms otherwise definedbya(oohed of open in aifiq by all parties ioaoleed. The Truss Design Ingis is NOT the Building Designer ar Truss Sydem(ngio«r farairybuilding All(opitnedWer, a« as defnedi IP61. Copyrigh1@101S A-1 Roof Tarries-M—I Rodinea, P.E. Repsodudioa of Ibis domment, in any Tom, Is probibiled with mitten permission from A-T Io01 Trusses- MusuelMartineB, P.E. Orlando, FL 32832 Job Truss Truss Type Qty MY Std Pac/6510 El B 63357 CJ5 Comer Jack 11 1 A071734'4 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:43 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9—vMyfk9q-N4VKcnCz72tFU110tf6xl HsAsgGdQsxx7X7PoKzegFo 1 8-0 6-3-11 1-8-0 4-7-11 3x8 I I 1-4-0 1-4-0 6-3-11 4-11-11 Plate Offsets (X,Y)— 15:0-5-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 169/Mechanical 4 = 42/Mechanical 5 = 476/0-8-0 (min. 0-1-8) Max Horz 5 = 129(LC 8) Max Uplift 3 = -113(LC 12) 5 = -238(LC 8) Max Grav 3 = 169(LC 1) 4 = 76(LC 3) 5 = 476(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/130 BOT CHORD 1-5=-97/270 WEBS 2-5=-469/783 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=113, 5=238. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and '/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Winning-PleaseIoroughly review the 'A -I ROOF TRUSSES N11a],6ENERLLTnMS&(ONO InONS(USTOURrOOVIRIA(gIOWiID6nairform.Yeritydesign perometenand aeodrole, oathis DeseDesgnD-ingODD) andthe Manuel Monmar,PEgelerenreSheet befeeuse. Unless allonish.'toedaoMeROO,onty MANUELMARiINEZ,P.E AMifeYro ,olar plat,, shall be used Inc the FIND I. be sold. AsnTans,Design Ingineer(ir, Speroeity Enginarh Me seol or on♦IDD eprmeo, an umeptenm of the Fret ord e.gieeerlog Ie,poasihUity in, the design of the single Truss depictedea the Too only, rodeo TPI-I. the design—pgons, loadingmrdfions, '06Mly ad renlMinTome(. any BuDdmg Fish,e,ponsibility of the Orner,the Orneisomhaned agent ar Me Bidding Oesigoee,bt the ralialdlh,le(,the1B(, the lnmlbuilding rode rdTPFl. Theapprnrol al the Wood any field air dib, Tsu% dadmg b®dBigdainge,Soilabatier and liming,'full be the #047182 I.,p oubilite of the Building Designs, and(.Mailar All notes set out in the TOO and the prodises and guidelines olhe Building Companies Safety Intensional publi, bed byTPI eedSB(A aserehrenmd in, Nor ISuidanse.TPI-I dennes therespoiibliNrsaid doors of the Tine 1gWgee,,TTuu Design Engineer and I0019 Charlton fir. I oss Mrnoodores,roles,oberrie defined byes Ustrod a greed upon in rising by allpmtia ie,olaed. The ion Design(ngioeet is NOT the Building Designer so Truss System hgiseel tu, any building. All I itoliaed Ines air a, dinned in W.I. Copyright ©7015 Ad Pool Ilrsset-Monael Madiney, P.E. Neptodudion of this domment, in aryfosm, is prohibiled ssilh surin,o permission ham A-1 Paof Trusses-bi—IMarNnee, P.F. Orlando, FL 32832 Job Truss Truss Type Oty PIY Std Pac/6510 El B n63357 A0717345 CJ5A Comer Jack 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 3x8 I I LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:43 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMytk9q-N4VKcnCz72tFUllOtf6x1 Hs6ogCfQtTx7X7PoKzegFo 4-11-17 4-11-11 4-11-11 CSI. DEFL. in (loc) I/deft L/d TC 0.66 Vert(LL) 0.05 3-4 >999 360 BC 0.43 Vert(TL) -0.07 34 >780 240 WB 0.00 Horz(TL) -0.03 2 We n/a (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationrujide. REACTIONS. (lb/size) 4 = 262/Mechanical 2 = 198/Mechanical 3 = 64/Mechanical Max Horz 4 = 99(LC 8) Max Uplift 4 = -73(LC 8) 2 = -130(LC 8) Max Grav 4 = 262(LC 1) 2 = 198(LC 1) 3 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-230/284 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=130. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'%e gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% Warning -Pleasethoroughlyreriewthe 'A-IROOF TRUSSES ('4MRIGIN IRAITERMS&CONDITIONS CUSIONEPf'BDYE¢IACKNOWLEDGEMENT` In,. Verify design pon—fenandroodsales anthis Tmu0of, geD-ia9IDO) andthe INanuelMust a,,,P1R,ferause Sheaf before ase.Unless olhcnisenmedanthe 11'"y k sa boss DesMANUELMARTINEZP.E. Naerosnertor pfales shoo 6e oud Im the 10DIo beraGd Aign Engineer (Le, SpadaOy FepioenLtbe seal on anylDD reprzsenb an awoura, of the pmhssiaool mgioearing responsibility far IS, design of the siogle Imss depicted on the TOD only, under IPI.I. Ito drugs araumptions, Ise conditions, veRobiPly and ase el W,I far any BundagI,the ,opomfiiray of the C-0he (Inner', mhamdagent ar it, ruilding 0aigoer,in the Wool .1the lK, the INC, the Torsi buddieg code and TPTI. The appma0.1the ED and any field -olthe Truss,indeding beedhg,orange, irtsta0atinn and barring. shot be the #047182 r ! resparublty.1If, ildingUesignerand Connoder.AgootesseInoinlheTODand the prodim,and guiderinetoflhe Building romponeofSalary lnformatioa(BCSapubfshedbyVIand 9CAa,era[-ruidfar geoesolguidaan.91.1defineslherespons30diesand dutiesofthe Truss Designer, Truss Design Engineer and 18019[horltonfir. Truss Gonufortofer, unless oche wise defined by a Corded agreed upontn wrfiog by all parties inn W4 the Truss Design [agineer is NOT the Building Designee or Irun SRdem Engineer Ear any building. AU Capilalued Teams ate as defined in iPGI. Copyrighl @tD15 A -I Rea[ Trusses- Mound Martinet, P.E. Repiodudion of Ihis darumenl, in any loam, is prohibited with written permission ham A-] Roof T.,,,,-Manuel Martinez, P.E. Orlando, FL 37832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 CJ5C Comer Jack 2 1 A071734ti Job Reference (optional) All ROOF I RUSSES, FORT PIERCE, FL 34945, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:44 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-rG3jg7DbuM?66RKCRMdAZVPLmDc79JS4MBsyLmzegFn 1 8-0 4-6-0 6-3-11 1 -8-0 2-10-0 1-0-0 0-9-11 3x8 II 4-6-0 1 5-6-0 , 6-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 10 >726 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.10 10 >548 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.03 6 n/a n/a - BCDL 10.0 Code FBC2014(fP12007 (Matrix-S) Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4: 2x4 SP No.3 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 193/Mechanical 6 = 9/Mechanical 11 = 485/0-8-0 (min. 0-1-8) Max Horz 11 = 129(LC 8) Max Uplift 5 = -100(LC 12) 11 = -243(LC 8) Max Grav 5 = 193(LC 1) 6 = 18(LC 3) 11 = 485(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/127 BOT CHORD 1-11=-99/269 WEBS 2-11=-456/644 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 5=100, 11=243. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and a/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wooing -IT thoroughly rerierthe'A-1100fTIUSSISI'SEMI6ENEPA(iANSA(ONDITIONSNST09111 rRY1111A(NNOWIEDUMENI'form.Perifydedgnp.—Mesurdreodnolnanthin Tm.Doug. halting ODD) and the Manuel MeamakPERat erenmSheetbeforeosa.Old e,,ah, isenmedandrelDD,anly MANUELMARTINEZ,P.E. MiTek morude, plates shelf be usedtar the IDD to berdd. As a 1—uni1.ingiaee,lit. Spedahy Iogia-1 the sed on any IDD tepresenB an mmeptuum of the p,ofessiund engineering,npomihartykrt6e design oHhe single Imes depicted ou the IDD Delp, undo IPI-I. nedmige repti,mj 19 m,duti-, suBobiOtyaad one of Ibis Transfer any Building hThe respans3Pdy.1the Omn,the 0mer's nmhmred agent or the Building 06geer,in the amealolthe 11C, the lBC,the lomlbutding rode and Vfl. The appmro1.1the IDD and any field use ofthe Trms,Wading h.dhng,st ge,installation and housing, shall be the #047182 respambdity of the Building Designer oad(ommul All at,. at am is the TDD Dad the pro r and guideliinesafth. Building('mponeel Way lnfosmmimR(SQpuldhIsd by Tiff oadSICA a,,refe,enmd far generalguideoe. TP14 defiee,the responslAties and duties of the Truss Designer, Truss Design Engineer and 10019 (hoTllon [ir. I oss Mundadum, Doles, othe"i" defined by a (armed upreed upon in urging by all parties for Wrl. The Truss Design Ingiaeer is NOT the Building Oesignn o, FrussSysl,m hgieee, tar any building. All (opileWedtnmr are a,defined in IN 1. Copyright @R015 A-1 tool Trusses - Manuel Martinez, F.E. Reptodusta. el this demount, in say Term, in prohibited aith mitten permission from A-1 Roof Trusses -Manuel Martinez, P.F. Orlando, FL 32832 12ob Truss Truss Type Oty Ply Std Pac/6510 El B A0717347 63357 CJ5P Comer Jack 4 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:44 2016 Page 1 I D:zBDSehSDxBaEpitf4?9_vMyfkgq-rG3j q7D bu M?66 RKCRMdAZVPKSDbT9J u4MBsyLmzegFn 1 8-0 6-3-11 1-8-0 4-7-11 3x10 II 1-4-0 4-11-11 Plate Offsets (X Y) (5:0-5-9 0-1-81 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ff P12007 CSI. TC 0.47 BC 0.20 WB 0.12 (Matrix-S) DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.01 (loc) 4-5 4-5 3 I/defl >999 >999 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 169/Mechanical 4 = 42/Mechanical 5 = 476/0-8-0 (min. 0-1-8) Max Horz 5 = 184(LC 8) Max Uplift 3 = -169(LC 12) 5 = -344(LC 8) Max Grav 3 = 169(LC 1) 4 = 76(LC 3) 5 = 476(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/195 BOT CHORD 1-5=-152/325 WEBS 2-5=-541/933 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=169, 5=344. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Warning-PleaseWonugM1lymrirvl6e'bIROOF nUSSISrIMI,DSNS1A1TOSRCONDITIONSOe10A1f1rBUTHIAC1NOYMDEMENT' Won. VmilydedgnpmnnalMsandreodeole—IN1LossDedg.D-ingODD) oadthe ManadAssaOnet,P1Was.n,,ShmalIsdo,a,e.Unlessolb-isedmedan theTOD,only MANUELMARTINE2,P.E. hotels taaoedu At,, shall be used In, the TODto berohd As a Imss Onig. [.g'meer(e,SpeuaUy Ingineer1 fhe uol on anylDD,,pre+ems ma.+replan,, a the pmr.'sl ad engineering,,,Feasibility To, the design of the Bugle hose depided on the TOO only, voles IN 1. The desige assempfioos, looting mnldiem, su06114y and me of this Toxin, any Madding is IF,,sposdOity of the Ownm,she 0.ne(semh.dsed agent or the folding Designs,in the mmnlofthe IIC, the IS(, the In,.)Wdlag rode and TPA I. The appal al the TOD oad any field ose.1the hm,,iodeding handbag, domge, inalaBati...ad bmri.g, shoo be the #047182 ! respomibirlyoftheBuildingOesipesandCoowadonAllnotes,etootintheTODaadthepulas adguidehnnoftheItildingrompanmdSafetylal-allonOCSI)pubfishedbylPlandSICAferen,,dfar Darrel guidnew.IPDTdefiamiboxponaMnesmid Miss ofthe N.Usipm,Is- Design Eoginterand 10019 Charlton Cir. huss Ahmolo+mter,00less oth—h, delined by a Canlrml agreed upon in MNng by.11pmtus inolred. The irons, Design Ingineer is NOT the Building Designer or Irons, System fnginen for any banding. AID CapiluU,ed Terms an, a, defined in TPI-I. Coppighl 01015 A -I Roof Tmusts-Hann IF llnOinea, P.E. Reproduction of this domment, in any [am, is prohibiled with written permissio. ham A-] Roof Trusses - Manuel Mortinet, P.F. Orlando, FL 3233Z Job Truss Truss Type QtY PIY Std Pac/6510 El B 63357 CJ7 Comer Jack 4 1 A071734e8 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:45 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-JSd51 TDDff7zjbv0__48P6ixRwduhullEbrcWfDzegFm 18-0 4-5-0 8-3-11 1 8-0 2-9-0 3-10-12 m 0 da n N WO II Dead Load Defl. = 1/8 in 1 4-0 1-4-0 8-3-11 6-11-11 Plate Offsets (X,Y)— [5:0-5-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.06 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.17 4-5 >453 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = 246/Mechanical 4 = 63/Mechanical 5 = 598/0-8-0 (min. 0-1-8) Max Horz 5 = 171(LC 8) Max Uplift 3 = -161(LC 12) 5 = -278(LC 8) Max Grav 3 = 246(LC 1) 4 = 110(LC 3) 5 = 598(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/185 BOT CHORD 1-5=-119/333 WEBS 2-5=-706/1131 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=161, 5=278. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard IN lg-Phaseth-liblyrevinsert, 'AIRoof IIDSS[Srf[lln�,6EBEIAIIEIMSB[ONDInONSNSION[BfBUYTIjI[ni0G1POGFY[NrloanVvilydesigopmemedwsandroodacres eaWrironMile D-ingfND)sndthe NoouelMardneyPElet erearedbeetbele—seDnlerta0mwisesrmedacMelDD,only MANUELMARTINEZ,P.E. J\Diiel rwnenos plates shall6e used for Ile IODfo berogd As n Iron Deign [oginen[u,Spedolry Eagineml Me seolon onylDo npresems on onepinnro oIPoe praferiaml engisening respctsi60ity let the design of the single Tian depidedto the TOO only, cadet Ind. the design assomp000s, landing ondigsm, sonobiliryande-16sTrm has any Bu3diig i, the rapontibilly [the oeon,thenweers amhorind agenrer the thadding Dedgoer.in the contest of the off, the IB(,thelacal building eade andTP01. IDtappwdollhe NOand nnyfield uu of the rms.wrludiog Amid6ngsforage, iosmrndto snd hmring, sballbe lAe #047182 rnptnsLitiry of the BuiMiog Oasigner andfoanodor. All netenettin in the TOO and the prtdiusood guidelines of the Buiidmg(amparent Safety information RCSQ published byWind RCA are refer enndforgeserelguldann. T841 dollars thesp nonsibiliies and duffer of the Trust Designer, Gust Design Engineer and 10019 (horlton Cir. Ims,11-hadenv, unless alM1enise detired by o Conran ngrand case In niong by all parties Torched. The Loss Design [nginear is NOT the Building Designer or Truss Syrlem [egi-, far coy building. All1911aWed Iems are as da6ned MPH. (apyright©7015 A-1 roof Trusses -Mount Mndinel, P.E. repindudian of [his document, in any tom, is prohibited with written permission here A 1 Poof Trusses-Nenueimartinee, P.E. Orlando, Fl. 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B . A0717349 63357 CRA Comer Jack 1 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:45 2016 Page ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-JSd51TDDff7zjbvO_48P6ixTkdpKunzEbreWtDzegFn 6-11-11 6-11-11 4 3x8 II Dead Load Defl. = 3/16 in m LOADING (pst] SPACING- 2-0-0 CST. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.17 3 4 >490 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.28 3-4 >293 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-S) Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4 = 372/Mechanical 2 = 286/Mechanical 3 = 86/Mechanical Max Horz 4 = 140(LC 8) Max Uplift 4 = -108(LC 8) 2 = -183(LC 8) Max Grav 4 = 372(LC 1) 2 = 286(LC 1) 3 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-323/378 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=108, 2=183. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Waadq.please lAeinughlyreriro Ne'Ad RDDf iIUSSIS I'MIIEA], 6FMFRMIFRMSICOXDIIIORSCDSIOM[R('RUIll1AllXDYitE06FMFNr Iolm Ve,iry dodge pmameten and reed noleson ThisLou Oasign gmdog(IDDl ondlhe NaneeI Martin,; Pl Refnenre Sheelssfomasa Onl—lh he rrmedeo Me Kerry MANUEL MARTINEZ, P.E. 11,76 monenor flak, shall 6, and In, the 10H.6emfd As o Irvss Onipo [oginen [ [, ip[ddry Foginnrh eke tool an ony1DD reprneots on omeplenm al the prol-i000l engineering mpaosbr1dy br 0e design of the imple Irvss depicted ao the IDD only, Dodo 1PI 1. The dmigesam osptioos, boding saadmans, �mitabilry and as, offs frostier any Bonding is the responsibiiry of the Orner,lhe 0enersartbarad[gent arlieluildialDesigaer.m the context of The ad, The W,IAelainl haddinginhinalTPP. Th isir, dailhelDDandaoyheldaseelthel,as%indudmg fondling, saampjmlallation and hinting, shaOhe The #047182 ! responsbifryoithelugdiogDesigne,end[emrodo,.AlloatassetoutiolfoIDDondMepnditesandguideGoawfl6aRuilding[omponemSalerylnkrmatioo(E(SQpu6lished6yrPlwdSRnmerehrenmdrorgeoe,otguidona.RlddefieeslM1erespomi6gMesmddutiesoTlfeTnssDer'ryoe6irmsDesignEogiouraod 10019ChorlfonCir. Guss Mmuloctm[r,soles, atfenbe defined by o Contend ogmed upon m siting 6yoll pmfn inrolred. IDe Truss Wifs Engineer is Nor the lailding Designer or boss Syslem Engieeel for any hailding. All (apimWedlerms are as defined inTPld. (opylighi OlDiS A I RoolTrusses-Mandel Martinet, P.E. Reprodadian of this doromene, in any form, is prohibited sills wilten permission From A-) Roof Trusses -Manuel Mariner, P.E. Orlando, FL 32832 Job 63357 Truss CJ7S Truss Type Comer Jack Qty 1 Ply 1 Std Pac/6510 El B A071735`0 Job Reference (optional) Ai ROOF TRUSSES, FOR I PiERGt, FL 34946, oeslgnLaltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:46 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9_vMyfk9q-nfBTFpErOzFq LIUbYngefwUYo 19FdECNpVL3 PfzegFl 6-3-11 6-3-11 c? M 3x10 II Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.13 3-4 >558 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Veil -0.19 3-4 >379 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-S) Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4 = 335/Mechanical 2 = 256/Mechanical 3 = 80/Mechanical Max Horz 4 = 126(LC 8) Max Uplift 4 = -92(LC 8) 2 = -168(LC 8) Max Grav 4 = 335(LC 1) 2 = 256(LC 1) 3 = 117(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-293/345 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 2=168. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and't/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wmnierg-PlemetluenoghtyomierlM1a'A.] ROOT TROSSASrSEt I6UUALTUMSR(OROIOONS(OSNMUEBUYnIACATIOWtECLUNr loan. Veidydesignpament, andreod enter an IN, Ernst Deese Owning0DOland the Manoelkodmer, Pt let emmaSseefbele aso. Out lit shedasthe TDD,nnly Mifeh r000ector plates shoO6e umdfor%e100lo tie roDd. Asolmm Design Engimer(e,Spedolry Eogioaerj, the nola000y100 mpresems an aueptmin olthe prohsimeaI engineering rmpomibt7Ny lart6e desipe otMe sioph Emu depicted oa the TDD poly, oodm Uld. EM1e desigoosnmpfioos, Iaa�gmndmom, MANUEL MARTINH, P.E. mitobSNlyand are of this Trust for any Redding hlhe respensibiliy of the Omer, the Owner's mehmired agent or the Raildiag Designer, in the mmen of the Ar, The ME, the lam lbugdingsndeood VI-1. Theapprnrmolfhe lDDandaoy field use afthe huss,ndud'mg M1oodNng, stmage,instoOatiaa oodhmrieg, shoo De the #047182 ' -peoiibility of the thudding Designer mad(sononer. AT notes set out iv the ND and the practices nod guidelines of the Building Safety Intersection by SEE and ore refarenad for Tooemlguidrmis. -I darmeslhe respoosWill a ad duties of theTross Designer,Lun De sign Engineer and huts Yonnfoctarer,unless othmrin defined by a (onaad agreed upon in veiling by all partiesinrofred. Ehe Trmr Oesiga Engineer is NOT the Building Designator Truss System Engineer for any building. All (opitahzcd Imms areas defined In Ubl. I0019 tl10rN011 flf. Upyeighl ©R015 A I Roaf trusses -Manuel Marlines, P.E. Reproduction .[this darn al, in any loan, is prohibited with written permission hem AA Roof Trusses - ASonuelMorfinet, P.E. Orlando, FL 32832 Job Truss Truss Type oty Ply Stcl Pac/6510 El B A0717351 63357 E01 Common 9 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:47 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-FrirS9FUBHNhzv3n6VBtB7lrORaIMf?X295dx5zegFk 1 4-0 6-4-0 1218-0 14-0-0 1 4-0 6-4-0 6-4-0 1-4-0 4x6 = 3x4 = 1.bx4 11 3x4 = ix4 6-4-0 12-8-0 6-4-0 64-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.05 6-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.10 6-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB. 0.09 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight: 49 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 2 = 817/0-3-2 (min. 0-1-8) 4 = 81710-3-2 (min. 0-1-8) Max Horz 2 = -59(LC 9) Max Uplift 2 = -354(LC 8) 4 = -354(LC 9) Max Grav 2 = 817(LC 1) 4 = 817(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1107/840, 3-4=-1107/840 BOT CHORD 2-6=-617/976, 4-6=-617/976 NOTES- 1) Unbalanced roof live loads have been.considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=354, 4=354. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/ir gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Waling -Please thoroughly teriew The'A-I 1001 TRUSSES I'fEllE11 CENTRAL TERMS A CONDITIONSCIANNERCBUY[I]A(NNOWIEODFMENr In,. Verily design parameters ondeead notes on tod,nessoesige Dmring(IDD) and The Manuel Martin, Pi Reference Sheet before use. Unless otherwise stated on the 100, only MANUEL MARTINEZ P.E. Mifek <min,do, plot,, shall he used for the TODta he rand. As a buss Design Engineerlle., Spniolty Engineer), the ,of as any100 represents as anteptontt of the Prof Intel engineering responsibility for the design of the single Truss deported on the IDD arty, eider TPI-I. The design auumptimu, loading andnions, sulobdityand use of this Truss for any Building is the responsibility of the Owner, the 0wner'wulherind agent or The Building Designer, in the ramnt of the Off, the IBC, the laid holding cad, andTPI.I. Theappmrnl of the TOO ad any field use of the Truss,induding handling, storage, irmta0o6on and hinting, shall he the #042182 ! responsibility of the Building Designer and formed., All at,, w no is the TDDond the pnedims and guidelines of the Building Component Safety Inform mien (I CSI) published by TPl and Se(AmereWarned Far general gaileme.911 defines lhere,paresihlitim oad duties of the lass Designer, buss Design Engineer and 10019 tll0flt0a Elf. Truss Manmudmer, unless otherwise defined by a Connote agreed upon in writing by all parties inroNed. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any hunting. AN Copilulited term are as defined in TPI.I. Copyright ©2015 A-1 Roof Trusses -Manuel Martinez, P.E. Reproduction of this domment, in any form, is prohibited with written permission from A I Roof Trusses - Manuel Martinet, P.F. Orlando, FL 32132 Job Truss Truss Type City Ply Std Pac/6510 El B A071735d2 63357 E02 Common 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:47 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-FdrS9FUBHNhzv3n6VBtB71 ql RaIMf7X295dx5zegFk 1 4-0 6-4-0 12-8-0 14-0-0 1-4-0 6-4-0 6-4-0 1-4-0 4x6 = 1.bX4 II 3x4 = 3x4 = ix4 11 n 4. 0 6-4-0 6-4-0 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.06 6-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.10 6-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 49 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 817/0-8-0 (min. 0-1-8) 4 = 817/0-8-0 (min. 0-1-8) Max Horz 2 = 59(LC 8) Max Uplift 2 = -521(LC 8) 4 = -521(LC 9) Max Grav 2 = 817(LC 1) 4 = 817(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1128/1096, 3-4=-1128/1096 BOTCHORD 2-6=-829/982, 4-6=-829/982 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=521, 4=521. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wmaing-Piwse fle-ghly conies, the'A-1 ROOF TRUSSES rSELLnj, GENTRALTEANS A CONDITIONS (OSIONIRCBUYERI A(NNOWIEDGEMINI'lo,m. Verily design Forerunner, and read notes on this T-i ftsige O,awing (IOD)ond the Maauel Martinet, P.F. Rele,—Sheef before use. Out,. oth-h, stated as the TDD, only, ANMaeA coonedar plot,, bell beuud for the TOO to hev.Gd.Asa I.,, Design legions,fu, Specialty Ingle I, the tool an crylDD,epcoseots an oaeptonco of the prnfessi000l orgineningresponsibiliryfor%a design of Me single tors, depicted on lbe IDO Only,onderlPl-L the design assumptions, badingrood'mans, MANUEL MARTINEZ, P.E. suit.bilityand-ofhi,noufar any Building brae responsibility ofIF,OmeblheOwner'saotherizedogemorTheluiidingDesigner.inthecontentofThelRC,th,l3f,MelocalbeildingardeandTPI1.heappfovaloftheTOOandanyfielduseoftheTrust,includinghandling,storage. installation and bracing, shell be The #041182 ,responsibiliry ollhe Building Oesignez and(omredar. All a,lessel,m in helODond tbepcudius ondguidebnes of the Buiid'mg(amponem Sdery lnlorm,tiooFeCftJ puhSshed 6ylPl ondSB(Aar, rderenced hrgeneralguidonm. lPlFdekeslheresponsib7mes and dmiesollheTmn Oesigoez, Truss gesign ingioem and 10019 Chorhon Cir. Truss Manufacturer, unless othwuh, defined by a (earned agreed upon in wrifing by all parties involved. he Truss Basile fngtnee, is NOT The Building Designer or Truss System beginner for any building. All (opiml'ued terms me as defined in TPI.1. - Copyright @701 S A -I Roof Trusses -Manuel Martinez, P.F. Reproduction of this document, in any form, is prohibited with written permission from A -I Roof Trusses - Manuel Martinez, P.E. Orlando, FL 32832 Job Truss Truss Type City Ply Std Pac/6510 El B A0717353 63357 E03 Hip Girder 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:48 2016 Page 1 ID:zBDSeh50xBaEpitf4?9 vMyfk9q-k11DgUG6yaVYa3dzgCi6kLZOtrtY56JgHpgAUXzegFj 1 4 0 5-0-0 7-8-0 12-8-0 14-0-0 1 4-0 5-0-0 2-8-0 5-0-0 1-4-0 cW..0 1.5x4 II 1.bx4 3x4 = 3x4 = Dead Load Deg. = 1/16 in 5-0-0 , 7-8-0i 12-8-0 5-0-0 2-8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.15 8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 51' jb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1137/0-8-0 (min. 0-1-8) 5 = 1137/0-8-0 (min. 0-1-8) Max Horz 2 = 52(LC 4) Max Uplift 2 = -801(LC 4) 5 = -801(LC 5) Max Grav 2 = 1137(LC 1) 5 = 1137(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2159/1512,3-17=1997/1470, 4-17=-1997/1470, 4-5=-2159/1511 BOT CHORD 2-8=-1348/1983,8-18=-1348/1997, 7-18=-1348/1997,5-7=-1346/1983 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=801, 5=801. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 446 lb up at 5-0-0, and 166 lb down and 190 lb up at 6-4-0, and 396 lb down and 446 lb up at 7-8-0 on top chord, and 98 lb down and 65 lb up at 5-0-0, and 37 lb down and 20 lb up at 64-0, and 98 lb down and 65 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 4-6=-90, 11-14=-20 Concentrated Loads (lb) Vert: 3=-179(F) 4=-179(F) 8=-87(F) 7=-87(F) 17=-75(F) 18=-32(F) Woming-Plan,, thorougbly reriewthe'A-I ROOF TRUSSES(5111111, GENERAL TERMS R CONDITIONS CUSTOMERrBUYERI ACBIIOPIIEOGEMENT form. Wily design pe—atas and read roles on this Truss Design Drawing0001 ad the Manuel Moran,,, B.C. RCferea,e Sheet before use. Oilers olberwise stored oo the 1DD,only 'Mff I, eI ICfe, shaB E,.. ed lorlbe IVD In berCrid.Asa Too,, Engineerc e.,Spedolry ingineery the MCI on a ayIDD represents on aneplona of the prof-imed engineering responsibilly far the design oIMeshell, Truss depirtedm the IDO only, TPl-1.-orepliom,fooding mndiNam, MANUEL MARTINEZ, P.E. mBCbilfry and use of this Trunfor any Building is The responsibility, of the Owner,the Owners authorised agent or the Building Designer, theroman Cilia@C, the ieC,Ihe hold building code CCdTFI-1. The app,eral elthe TOD and ony field me ofCa nus,Jtduding banditg, st�rago,insla0orioe and bracing, shall be the #047182 responsibility of the Building Designer and Contractor. All note, set out in the TOD and the Freda, and guidefinesofthe Building CompaoentSafety lnformmioofBCSllpublished by and SBCA ore referenced far general guidaam. FEW defiaes the responsibilities and duties of the Truss Designer, Truss Design Engineer and 10019 Charlton Cir. Truss Manufodoree, unless otherwise defined by n Crehad agreed open in ailing by oil pmfies iorolred. The rum Design Engineer is NOT the Building Design,, o, less, System [.line,, far any holding. All 0pitoliMillerms are as defined in IPFI. Copyrighl©1015 A I Roof Trusses -Manuel Mariana, P.E. Reproduction of This d-onard, in any form, is prohibited with written permission from A 1 Roof Trusses - Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 EG7 Jack -Closed Girder 1 1 A071735�4 Job Reference (optional) T ROOF I RUSSEb, FuRT rltE<ct, FL 34114b, ceslgn(agoattmss.com Kun: f.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:49 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9—vMytk9q-CEsctgGkjudPCDC9DvDLGY6GZEGwgXBpVTaj[ —zegFi 3-10-10 7-0-0 3-10-10 3-1-6 1.5x4 If d nn1717 NAILtU NAILLU 2x4 11 JUb14 4x4 = 3x6 II 1-10-10 -10-10 7-0-0 3-1-6 Plate Offsets (X,Y)— [1:0-3-0,0-3-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.03 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 754/0-8-0 (min. 0-1-8) 5 = 726/Mechanical Max Horz 1 = 142(LC 4) Max Uplift 1 = -243(LC 4) 5 = -295(LC 4) Max Grav 1 = 754(LC 1) 5 = 726(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/100, 2-3=-895/273 BOT CHORD 1-13=-348/814, 6-13=-348/814, 6-14=-3481814, 5-14=-348/814 WEBS 3-6=-118/462, 3-5=-935/400 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=243, 5=295. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Use USP JUS24 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent at 5-0-12 from the left end to connect truss(es) CJ7A (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-1 Od (0.148"xW) or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 5-7=-20 Concentrated Loads (lb) Vert:11=-132(B) 13=-242(B)14=-352(B) {Naming -!lease thomughlyraviewthe 'A I RODE IRI6SIS M11111, 6(NERA(TERMS A CONDITIONS (USTON[RrBO1ERj AIXNOWIFOCEAI[NI-loan Wily design parent ... adseod notes onmis Loss Design OraeingRgDlond the Manuel Martinez, Pi Ref ereme Sbeet befine ux. Dales olhenise stored oo Me 10O.,el Ay Mirek mucaulm plates sbell be usedfer the TOD to be r.H. Asolmss Deign Engineer(ie.,fpedolry FngineerI Ihesml an any 19Drapresents an minimum oI the Tualionelengineeringresponsibiliry lorthe design oft6e single truss depicledanfhe IDO only, coder Rol. the design oswmptions, LadirgmtdiNans, MANUEL MARTINEZ, P.E. suitability and as, id this lrvssfar any Building is the ,rp urbildy al the 0an,,,the The rua%amhe0,dagent ar the Building Designer, in the context of the IRC, The EX, IEe leml budding cod ea adTPBI.Theapproval el the lDD.adnay field a,. fib,Truss, including handling,afe.ge,iertallaimi a ad Erasing, sbull be The #04]I82 respma bibly of the Building Designer and CamredacAll oases if cm in the TOO and the Intake, and guidelines of the Building (..parent Safety Irfmmfee (BCSII puhfished by Of and SECA are referenced for generalguidmm. IPDT defines the imponsibi iNers nod duties of the Truss Dmiguer, Truss Design Engineer and I oss Manulmhum, unless othenise defined by a (carrier agreed upon in sating by all pmfies involved. The Tams Design Eighties is NOT The Belding Designer of Truss System Engineer far any building. All (apim0zed terms me as defined In TPI-I. 10019 tllOfNOO tlr. Copyright©2015 A-f Roof Trusses - Manuel Martinez, P.E. Rep,odusfion of this document, in any Imm, is prohibited with w,ifteo permission from A-1 Roof Twes, -Manuel Martinez, F.E. Orlando, Fl. 32832 Job Truss Truss Type city Ply Std Pac/6510 El B A0717355 63357 FG1 GABLE 1 2 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:51 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-8c_MI WI_FVt7RW MYLKFpMzBRv2gM I Fv6zn3g4szegFg 5-1-5 9-9-3 14-6-0 _ _ 19-2-10 5-1-5 4-7-13 4-8-13 4-8-10 3x8 19 1 P 2 � 3 1 5 6 �7 � 8 � 910 T^ 11 12 W12 1 - x6 26 2 ill. 4II L 5 30 x4II / 1 3)8 11 $T2 \ ! �Vrl 22 3x6 x6 13 / t I 2711 1 + p74' 3x6 3x8 1.5x4 II B 3 z I �\ 411 3x6 >7 0 4 50 51 13 18 43 44 17 4546 47 16 4B 49 15 7x8 = 7x10 MT20HSII 7x8 = 7x6 II 3x6 II Dead Load Defl. = 1/8 in 5-1-5 5-1-5 9-9-3 4-7-13 14 6-0 4-8-13 19-2-10 4-8-10 Plate Offsets (X,Y)- [1:0-2-4,0-2-4], [8:0-3-0,0-4-8], [11:0-1-12,0-1-0], [12:0-3-8,0-4-0], [13:0-4-8,0-0-8], [14:0-2-8,0-3-8], [15:0-3-0,0-0-8], [16:0-4-4,0-2-0], [17:0-3-0,0-4-4], [19:0-3-13 0-1-4] [30:0-2-0 0-0-81 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (Iec) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.11 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.22 15-16 >999 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.06 34 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 499 lb . FT = O% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x6 SP 240OF 2.OE, 132: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W14: 2x6 SP No.2 W3: 2x4 SP M 30 W10,W13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* BL1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20, 21, 22, 23, 24, 26 REACTIONS. (lb/size) 18 = 10256/Mechanical 34 = 9500/Mechanical Max Uplift 18 = -4119(LC 4) 34 = -4076(LC 4) Max Grav 18 = 10256(LC 1) 34 = 9500(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-8444/3495, 1-19=-7777/3217, 1-35=-5217/2118, 2-35=-5217/2118, 2-36=-5217/2118, 3-36=-5217/21 18, 3-4=-5217/2118, 4-5=-5222/2119, 5-37=-5222/2119,6-37=-5222/2119, 6-38=-5222/2119, 7-38=-5222/2119, 7-39=-5858/2477, 8-39=-5858/2477, 8-40=-5858/2477, 9-40=-5858/2477, 9-10=-5858/2477,10-41=-5763/2426, 11-41=-5763/2426, 11-42=-6879/2907, 12-42=6879/2907, 13-33=-882/2037, 12-33=-882/2037 BOT CHORD 8orgilnue0 on peq'e 2 618/1519, BOT CHORD 18-43=-618/1519, 43-44=-618/1519, 4445=-618/1519, 17-45=-618/1519, 1746=-3201/7739, 4647=-3201/7739, 1647=-3201/7739, 16-48=-191/451, 48-49=-191/451, 1549=-191/451, 14-15=-334/849, 14-25=-1678/825, 10-25=-1637/811, 14-50=-586/1363, 50-51=-586/1363, 13-51=-586/1363 WEBS 1-26=-3509/8623, 20-26=-3589/8846, 17-20=-3162f7905, 17-21=-1370/658, 4-21 =-955/467, 17-22=-2916/1328, 22-30=-2481/1105, 7-30=-2111/913, 16-23=-217/790, 7-23=-216/785, 14-16=-3132/7584, 7-24=-955/288, 14-24=-1340/463, 12-14=-3710/8816, 19-27=-1682/689, 20-27=-1583/645, 20-28=-1108/433, 21-28=-792/289, 21-29=-912/345, 22-29=-844/314, 22-23=-1329/565,_ 23-24=-1313/560, 24-31=-1160/492,31-32=-1000/419, 25-32=-1056/446, 11-25=-1189/513, 26-27=-314/140, 3-28=-1000/457, 6-30=-455/237, 8-31=-507/233 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 -1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Refer to girder(s) for truss to truss connections. 13) Provide metal plate or equivalent at bearing(s) 18 to support reaction shown. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=4119, 34=4076. 15) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. :: Na meg Plamet5mooaM1lyre ent6e I1iDCtTi011f5('SEl((g y6FB(tdlllg'dSB(Ce01IIDBo(MCY6 CENU'I IOIe6WIf06Gk(ni h .y dy de+gnp nnefetioadeeodool don Cds hasa De4ge Dramng;IDO)wdtF.eYaoael4mfae;. Pi. Ee4roou Shaet Selo:ease. Uolns m5enise r»edoetde ND,aoly >fds4llAens dl t6 TDDt he U. A+ l uCa ga ME neer(e, Sp ualty(dg neetJ.IM1e ua'oaacy ipg rzp es als onoie pfc to of leepro?eiudaoleg en pFppoaiha lyhrtie 6spvlthe slailIA-sh,oded en the TDD only, roller INN. The desigo essamprierijvall tvndd"uab MANUEL MARTINE2, P.E. +atoMlity call 6e atlhlsL Mare yBaldiag stye repo sbltyorthe OmelhC es aalhiandagnt otiheBilcapDiiryae tpe tonletl o,the MCA, Xthd lmd5'dygiadeoad TP1•I. The oppmal ofthe Wood troy F:aldu+e al lFeLon,i ahl;hooding, storage, uxbimioa and.eadap, doll be -,he #047182 ichit,rr-dottri sepo5ll�of d5eBad gD sge ad(o hod dll rle uta llathe NDadt5eptn dg Jlne TtSEIag[ po ISal hlnf tmnaon(6[S1Jphl dhed hylWdod SBCAauelercatd for 9eoarl ga dram MIdelnnthaee+peosingfiesoediatiesoltheTrsx Dnigrer. Trass Nipfogiuer end 10019 (hodfon (ir, LuxMof tltt le ol5er tad fined 5y Co lan gr dpnd lag 5y 11 a+torvl dThei sDes gn [og ieerish0ttheB ld gDeug rorLms$y fen [og nenl yh lEny. W(apnnritedtmmsommdefndialKI. (opypghl �tiIIS,Ad tootbraes, Road Mad.ao6 P.f'keptod ttion of this dotatnenl I........ Day (elm, is pmhthtted pi¢i wills pmreir,ion hoot A•I roof Trysse};-Mo uet Market, P.F. U(IOOdO, FL 32B32 Job Truss Truss Type aCv Ply Std Pac/6510 El B 63357 FG1 GABLE 1 2 A0717355 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:51 2016 Page 2 ID:zBDSehSDxBaEpitf4?9 vMytk9q-8c_MIWI_FVt7RWMYLKFpMzBRv2gMIFv6zn3g4szegFg NOTES- 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 734 lb down and 328 lb up at 1-0-12, 727 lb down and 321 lb up at 3-0-12, 727 lb down and 321 lb up at 5-0-12, 727 lb down and 321 lb up at 7-0-12, 727 lb down and 321 lb up at 9-0-12, 727 lb down and 321 lb up at 11-0-12, 727 lb down and 321 lb up at 13-0-12, and 727 lb down and 321 lb up at 15-0-12, and 727 lb down and 321 lb up at 17-0-12 on top chord, and 1152 lb down and 417 lb up at 0-8-12, 1150 lb down and 420 lb up at 2-8-12, 1150 lb down and 420 lb up at 4-8-12, 1150 lb down and 420 lb up at 6-8-12, 1150 lb down and 420 lb up at 8-8-12, 1145 lb down and 492 lb up at 10-8-12, 1121 lb down and 492 lb up at 12-8-12, 1050 lb down and 475 lb up at 14-8-12, and 1050 lb down and 486 lb up at 16-8-12, and 1085 lb down and 502 lb up at 18-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-90, 15-18=20, 13-14=-20 Concentrated Loads (lb) Vert: 13=-1085(B) 4=-727 35=-734 36=-727 37=-727 38=-727 39=-727 40=727 41=-727 42=-727 43=-1 1 52(B) 44=-1 150(B) 45=-1 150(B) 46=-1 150(B) 47=-1 1 50(B) 48=-1 145(B) 49=-1 121 (B) 50=-1 050(B) 51=-1050(B) Wamieg•Please thoroughly rwriaw lAe'A-S ROOITI035[SrSRlil-J,6ENEAAII(AMSACONDITIONS MIDY(A('BUY(AjA(CIIOWlFD6Ea[NI'Im. Porilyda4gn pmamelesa and rood noheaodis TmssDmigo Omiag ODD) ad th Manuelaanowt PE Pelarence War beforeuse. anlasa otherwise shed oil MelOD,anty MANUEL MARTINEZ, P.E. Miyeb rmaunder plates rha116e usedfimIbe IDOmbeaafid As aTruss Design Engineerpx.,Spatially fogineer), the seal on any1DD represents an mmeptanm of the path Treat engineeringresponsibility hrthe design of The siegle Truss depidedon the IDD aaly, undn IP4I. Thedesign assempfionL loading aooditian,, sunthilityand use of thisT,oss for any Building is the responsibility of the Owner, the owners emhmiredagoal m the building Designer, is the matnt of the K,the lB(,the laml building rude.6TPbl. The app,moI of the TDDead any field use at The Truss,including handfg, sImage, instmlimm,ad bmaing. shall be the #04T132 responsibility of the buadiig Designer and (mormaar-AD Data, set out I. the ODD ad the prmdins and guidelines atthe Building Component Safety lnmrmmies OICSQpublished byTPI ead SETA ma rotor far general guideem. T101 define,the rnponsibinies and duties of The Truss Designer, Truss Design Engineer and 10019 Choriron Cir. Truss aonufodumr, rates, otherwise defined by a (.at,mf ogmed upon in vdfng by all pages ineoteed. The Trust Design Engine,, is NOT The Building Designer or Truss System fngiMn far any building. All (opitaDredterms we at defined in I11-1. Copyright @1D15 A-1 goat Trusses -Manuel Winner, P.E. Reproduction of this dommen6 in any form, is prohibited with written permission from A -I goof Trusses -Manuel Martinez, P.E. Orlando, Fl. 321132 b Truss Truss Type Qty PIY Std Pac/6510 El B Z2357 A0717356 FG2 GABLE 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design(a7altruss.com stun: i.a4u s uct ( zuio Print. 7.640 s Oct / 26 iS INI I UK UMUbillUb, Inc. i nu IVIAi Uo W-0-04ulu goy= I ID:zBDSeh5DxBaEpitf4?9 vMyfkgq-4?66jCJEm77ghgWxSIIHROHpJsYjm9WPQ5Yx9lzegFe 5-1-5 9-9-3 14-6-0 19-2-10 5-1-5 4-7-13 4-8-13 4-8-10 3x8 : 18 39 40. 17 41 42 _ 16 43 44 15 7x14 MT20HS 8x8 = 8x8 11 3x8 11 9-9-3 14-6-0 Dead Load De0. = 3/16 in LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.30 15-16 >753 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) 0.08 13 n/a n/a BCDL 10.0 Code FBC2014IfP12007 (Matrix-M) Weight: 462 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 81: 2x6 SP 240OF 2.OE, B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1,W14: 2x8 SP No.2, W3: 2x4 SP M 31 W10,W13: 2x4 SP M 30 W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-18 JOINTS 1 Brace at Jt(s): 20, 21, 22, 23, 24, 26 REACTIONS. (lb/size) 18 = 11873/Mechanical 13 = 11658/Mechanical Max Uplift 18 = -4619(LC 4) 13 = -4722(LC 4) Max Grav 18 = 11873(LC 1) 13 = 11658(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-10086/3998, 1-19=-8868/3493, 1-32=-6022/2320, 2-32=-6022/2320, 2-33=-6022/2320, 3-33=-6022/2320, 3-4=-6022/2320, 4-5=-6019/2317, 5-34=-6019/2317, 6-34=-6019/2317, 6-35=-6019/2317, 7-35=-6019/2317, 7-36=-8391 /3345, 8-36=-8391 /3345, 8-37=-8391/3345,9-37=-8391/3345, 9-10=8391/3345, 10-38=-8316/3277, 11 -38=-8316/327 7, 11-12=-10340/4143, 12-13=-9596/3911 BOT CHORD 88-39=-1g62/2610, 19-40=-1062/2610, ontinue on page BOT CHORD 18-39=-1062/2610, 39-40=-1062/2610, 17-40=-1062/2610, 17-41=-3850/9784, 41-42=-3850/9784, 1642=-3850/9784, 16-43=-123/308, 43-44=-123/308, 15-44=-1231308, 14-15=-728/1936, 14-25=-1524/769, 10-25=-1267/675, 14-45=-148/348, 45-46=-148/348, 13-46=-148/348 WEBS 1-26=-3933/10146, 20-26=-4024/10444, 17-20=-3508/9285, 17-21 =-1 123/539, 4-21=-624/309, 17-22=-3394/1413, 22-30=-2630/1036,7-30=-1934/698, 16-23=-575/467, 7-23=-392/388, 14-16=-4212/10704, 7-24=-733/1462, 14-24=-376/719,12-14=-5441/13609, 19-27=-3002/1230, 20-27=-2807/1146, 20-28=-2133/854, 21-28=-1812/708, 21-29=-1977/787, 22-29=-1864/734, 22-23=-2725/1161, 23-24=-2801/1197, 24-31=-19551789, 25-31=-19201785, 11-25=-2133/913, 26-27=-616/266, 3-28=-1017/462, 5-29=-357/167, 6-30=-849/413, 8-24=-829/381 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched, 2x8 - 2 rows staggered at 0-6-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Refer to girder(s) for truss to truss connections. 13) Provide metal plate or equivalent at bearing(s) 18, 13 to support reaction shown. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=4619, 13=4722. 15) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. P✓ gPl than chip ethe.d-t¢GDFI¢DSSFS(lntriLgER[L1r1E¢Yf8(CADntDAg Ng'C8E¢rWlErj A(RNDYLE06ENa1h yeI.d ry pr of shadreod co�e�lS Arass Deilgebrering(rDD)oadt@e Yon¢elAmhAr„Pl.Peferenu Sheet Eehm a<.e. Unless mhenise smrodoat6e ND,aah 6 Tek maaetlor IOres f}AAEEUStd IO'IhOiDDhE Id. Aisir ssDn to eel e S r i E ce m o F NDe eumsn on (cs one ! Oa tei@onsi4'I •!ar@eiesien oftfie sin ieTrurs da irtedmrheTDDo�d,ender f?I 1. lke deu Comm ^ons; lcndo r<ndmnnr, MANUEL MARTINEZ, P.E. P, 9 Q➢ r R F ( P< P P D g h ¢ P 1 D P 9 s Dabhlracd iwcfth4biis ki airyhIdag slhese pa sbiisyoTt6e ame ih Caat ssmho lredayem inglc rig De goe the rnNe ieie¢(h,!KthttaalWd'egiodeuadrPFl. the oppreroi of lF.eIDD andohr eeld eseaHheLess, adod;ng handling,sromge; ies'olhifog and Dmring, shmllhe;Ae #047182 ' i pnnhirt(ovN¢o ag0sgnerard(oohed Aitrol id) lel6IDOcodeprzehrtsaedgudeinesallhRieng(ataefk121aYrmaaoelg6¢p:bishedEYR rdSR[A rtlereeadfargeneraigu:daeraR>idafinesrAerespoaxibdfiesoeddatieiorthaTrenOerigeer,irussCoign(agiaterend 18819Charlton (ir. �iussM d sl r Yile s fher Iadefihed 5re(a too egt a pon a rl g pnii@arcs en! td (M1erru rD stgrtro9 ae rt hDre@e¢ 1d rgDevg a orLa3t$s1 rs[ag ricer fo day brilu"ng A➢(vphegzed tammromdernedm R41. .• .. Orlando, E132832 ;;(opplgfil lD)S,AdRoutMsses;µenuelIMane[Pf:Reprodstio.al•hisdcwmen,munyfermis;i hsbiue xilhyifle Fm iWmhamArRodTnms MonuelWilma,P.E. Job Truss Truss Type Qty Ply Std Pac/6510 El B A071735$ 63357 FG2 GABLE 1 2 Job Reference (optional) Al RUUr I Ru55ES, hUR I PIERCE, FL 34945, designCdaltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:54 2016 Page 2 I D:zBDSeh5DxBaEpitf4?9_vMyfk9q-YBg VwYKtXQ Fh I_570Tp Wzcp_3FuyV cmZflH U hBzegFd NOTES- 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 734 lb down and 328 lb up at 1-0-12, 727 lb down and 321 lb up at 3-0-12, 727 lb down and 321 lb up at 5-0-12, 727 lb down and 321 lb up at 7-0-12, 727 lb down and 321 lb up at 9-0-12, 727 lb down and 321 lb up at 11-0-12, 727 lb down and 321 lb up at 13-0-12, and 727 lb down and 321 lb up at 15-0-12, and 727 lb down and 321 lb up at 17-0-12 on top chord, and 1662 lb down and 606 lb up at 1-8-12, 1662 lb down and 594 lb up at 3-8-12, 1662 lb down and 594 lb up at 5-8-12, 1662 lb down and 594 lb up at 7-8-12, 1662 lb down and 594 lb up at 9-8-12, 1662 lb down and 594 lb up at 11-8-12, 1654 lb down and 688 lb up at 13-8-12, and 1655 lb down and 696 lb up at 15-8-12, and 1655 lb down and 700 lb up at 17-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-90, 15-18=-20, 13-14=-20 Concentrated Loads (lb) Vert: 4=-727(B) 16=-1 662(F) 11 =-727(B) 32=-734(B) 33=-727(B) 34=-727(B) 35=-727(B) 36=-727(B) 37=-727(B) 38=-727(B) 39=-1662(F) 40=-1662(F) 41 =-1 662(F) 42=-1 662(F) 43=-1 662(F) 44=-1 654(F) 45=-1655(F)46=-1655(F) Winning•Pleox thoroughlyrariartha'A-I ROOFaU55[S('SMIFRj, GENEtAnERMS B(HUMORS CUSTOMER rBUWR1AOfNOW1EOGEMENT' torn Verify, design pmomeLrsondiand note onthis Truss Design DraringODD) andthe ManuelMWhrr PE Refer—Sheetind use. Unless othek, stated on the 10D, only Mi(eb sonnet plates shollbeusedfor NelODtob—lid. Asolmss Design[ngineet(i.e, Spedahy Engineer),thesesketaylDDrepresedsanaseeSe- of the Surf later egineering,esponsibility for the design of Me tingle Truss depided on thelDO only, under JET1. The design axumptiom, leading sendifiont, MANUEL MARTINEZ, P.E. .itablity odd use et lhi, Loss for any Budding is the rasponobility of the Users,. the Threat's nmharited agent or the Building Designer, in the content of the 11C,The 11M,the Earn]hu0dieg sets and TPH. The approval a[ the TOO and any field use alibi Truss, including honAing,storage, instawan and bm,ing, shall he the #047182 responsibility of the Ruilding Designer and Connector. Allimte—loolinih,TODandthaprunfi and guidelines of the Boilding(ompoundSafety WarmotiesRCSI) pohOshed hyTH and SECA muehmnadfar, Sanmolguidonne. R4ldeheestu—sponsibDfies odd duties of Meiruu Desigoer,Luss Oevgn Engioearond 10019 CharNThn Cit. Truss Monularmrer, unless ehenise defined by o (ommd ogre,d upon in rriting by all parties Eards,d. The Truss Design login,,, is NOT the Building Designer or Truss System Engineer for any building. All (apitali,ed Imms or as defined inTPCI. Copyright ©201S A-1 Roof Luxes - Manuel Martine:, P.E. Beprodudion of this document, in any form, is prohibited with written permission Tram A 1 roof Trusses - Moral Martinez, P.E. Orlando, FL 32832 Job Truss Truss Type city Ply Pac/6510 El B A0717357 63357 HC4 RAFTER 54 1 �Std Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.col <un: .640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:54 2016 Page 1 I D:YwMtazYTmRGkHb8J_DTy7Kyn003-YBgVwYKtXQFhI_57OTpWzcp44F2xVrBZOHUhBzegFd LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.02 1-2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.02 1-2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 4 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 2-9-5 oc Standard purins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 119/Mechanical 2 = 119/Mechanical Max Horz 1 = 39(LC 8) Max Uplift 1 = -64(LC 8) 2 = -74(LC 8) Max Grav 1 = 119(LC 1) 2 = 119(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Warning-Flamelhanughly,W.ni [he 14ROOFTIUSRS('SFLL lGENEBLLTERMS ACONDITIONS (OSIONEB('811YEBjA(yNOWEEDGEMENrfium.Verify design paromefear adr,ad oat,, athis To.. Design Ora+ing(IMmdthe Manuel Marriott, PErelerea,,short End Us..out ennth eriuestend asIke TIMcaly MANUEL MARTINEZ, P.E. MifeI moranges plates shelf be used for the TDD to be rofid. As a Trans Ensign login enr ru,Spna lry legineer1 the ,of as any IDD "Fr -al, oa continuum of the proleui000l engineering respomihihry far the deign of %e single Truss depirted on the IDD only, Dodo IPId. the design asmmptiom,laadinp mndmem, �suitability and use of this Truss for any Building is the responsibility.1 the a.", the Onvom" dh,,h,d agent or the IniMing Dmigam,in the mmert.1the W, the 19C, the rural budding code and FEE the appmrol olt6e NDand ooyfieldmeafthe lruss,mduding hondDng.smmge, instaOaNao and 6mring,shallbe the #047182 ! mpaosihildyollheBuBdiuggasignerand(omrntlocAli notes set ominthe TOO and the prath(mand guidelines olfieBailding(amponear Safety lnfarmmion (16Qpublished bylnns endSICAat,referenced for Ensureguidanre.MldefinesthepomibOaiesanddutiesoftheTrustDmtgan,grossDesignErgineerand 10019(horlion(ir. It.,,Mneadmitum, unless olhenise dnlined by a(,at t agreed upon inwriting by all parties imolNod. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All (milahzed lams me as defined in IN 1. Copyright ©7DTS A-T Roof Trusses -Manner Martinez, P.E. Reproduetion of this domment, in any In., is prohibited with written permission ham A-T Roof Trusses - Manner Martinez, P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B 63357 HJ5E Diagonal Hip Girder 2 1 A071735$ Job Reference (optional) Ai ROOF TRUSSES, FOR l PIERCE, FL 34945, design c_Daltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:54 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-YBgVwYKtXQFhI__57OTpWzcpy3Fy4VrBZflHUhBzegFd 1.5x4 II 9 1 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-54 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 232/Mechanical 2 = 58610-10-15 (min. 0-1-8) 4 = 83/Mechanical Max Horz 2 = 174(LC 4) Max Uplift 3 = -210(LC 8) 2 = -420(LC 4) 4 = -17(LC 8) Max Grav 3 = 232(LC 1) 2 = 586(LC 1) 4 = 11O(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1,60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. d Load Det l 1/8 i 2.83 F12 10 N_ T1 B1 11 4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.84 Vert(LL) 0.15 4-8 >546 360 MT20 244/190 BC 0.44 Vert(TL) -0.22 4-8 >377 240 WB 0.00 Horz(TL) 0.01 2 n/a n/a (Matrix-M) Weight: 27 lb FT = O% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=210, 2=420. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 116 lb up at 4-2-8, and 120 lb down and 116 lb up at 4-2-8 on top chord, and 55 lb down and 23 lb up at 14-9, 55 lb down and 23 lb up at 14-9, and 18 lb down and 19 lb up at 4-2-8, and 18 lb down and 19 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 3-9=-90, 4-6=-20 Concentrated Loads (lb) Vert: 11=-17(F=-9, B=-9) Vfmniag-Please througbly review lbe'A-I NOT TIUSS(Srfnlaj, 6EMRLLRRMS R [ONOInONS CUSTONTtrBUdRj A([XOYIM06fMFNi'f n . yenly desig. pmamaers and roodealer an this Tue. Design Drariog pIDDlaad the Moreel Mowing PE Referena. Sbeet before use. Uolem otherriu staled as IM1e IDD.,* Mneb mnnewor plates shall be used for Ne 109 tat rsld.A,. Truss Design Iagiaea rie.sped,11 login e„Ithe -I an any IDU represents an aueptoa,a of The Isrofntio.el engineering responsibility for the design of the slogin Truss depiwed oa the lW only, aadenPl-1. Tha design 01ampfiD.r,1.adingm fill ,, MANUEL MARTINEZ, P.E. suitability and use of it is Truss far any BuOdieg is the responsibility of th,0.no,,?he Be,or's amhnrireA agent a the Building De signer, in the motenl of the lH, the IBC, theInmlbu0di.g.in and Rol. the appease] of the TDDand any held of the Truss, induding handling, sIn,age, installation and busing, sba0 be the #047182 responsibility at BuUdiag Designs ad Contrasts, All au to, set no in the TO ad the leash and guidelines of the Buildig(omponert Safety Warranting hCSllpubUlhed byRl andSlCA me referenced h,geneml guida.m. Rol defines the rmparibliti., and duties of the Ten,, Designer, Truss Design(agieeer and 10019 [horlton Cir. Truss Manufacturer, unless other.ise defined by a (Donal agreed upon in siting by all parties inralued. The Tmst Design Engineer 1, NOT the Building Designs ar Truss Sy,l,m (.glee,, fanny building. All (apitatimd terms me as behead In TPI-1. Copyright ©2015 A-1 Roof Trusses -Manuel Martinet, P.E. Reproduction of this document, In any form, Is prohibited with written permission ham A -I Roof Trusses - Manuel Mounter, P.E. Orlando, FL 32832 Job Truss Truss Type Oty Ply Std Pac/6510 El B - A0717359 63357 HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:55 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-ONDt8uLVIkOYwBgJaAKIWpM8RfE8EHOiuPl2DdzegFc 8-5-1 1-10-101-10-10 8-5-1 Dead Load D fl. = 3/16 in N N 9 6 N N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 4-5 >659 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.32 4-5 >298 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 (Matrix-M) Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3 = 354/Mechanical 4 = 89/Mechanical 5 = 52410-10-15 (min. 0-1-8) Max Horz 5 = 150(LC 4) Max Uplift 3 = -242(LC 8) 5 = -402(LC 4) Max Grav 3 = 354(LC 1) 4 = 156(LC 3) 5 = 653(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-727/534 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=242, 5=402. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 188 lb up at 1-4-9, 114 lb down and 188 lb up at 1-4-9, 47 lb down and 53 lb up at 4-2-8, 47 lb down and 53 lb up at 4-2-8, and 88 lb down and 113 lb up at 7-0-7, and 88 lb down and 113 lb up at 7-0-7 on top chord, and 62 lb down and 115 lb up at 1-4-9, 62 lb down and 115 lb up at 1-4-9, 9 lb down and 3 lb up at 4-2-8, 9 lb down and 3 lb up at 4-2-8, and 24 lb down at 7-0-7, and 24 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 4-0=-20 Concentrated Loads (lb) Vert: 9=145(F=72, B=72) 11=-92(F=-46, 13=46) 12=131(F=66, B=66) 13=6(F=3, B=3) 14=-30(F=-15, B=-15) Warning -Please 0, ughlyweievlha'A-I 1DOFTIUSSESrS(IS(r7,6EXERA1T1E1ASt(ORDIIIONS(USrDYar6UfERj A(BOY7(D6ESIENrfosm Ymitydesigapammetenmdreod soles oathis Lnss Desige Droring(IDD)ondlhe 11—Nutma,PE red are SAeet hefaiease. Onleu otherwise shed as the TOD,onty MANUEI MARTINEI, P.E. MiieA uonectar plaht sho06e used for the IDDto 6e rofid. b a Inns Design [ngineer fu., Spedelty Fepineerb the seal on any1D0 represems an oaepmn¢ altAe pmlmsioaol engineering responsihiliry for the design of fhe single Tuss depicted on Ihe1DD oely,under 1PI-I. The design osmmptioas, lending nndNiem, tuucbilily red woe of this Truss any Building is the responsibility of the Owner, the Owner's amhodeedagent or the Building Designer. in the rocket of the IR(, the 18(,the leml buildiograd, ad711. The appree I of the TOD and any field use ofthePuts, includinghandling, storage. inelo0afionrad boring, their be be #047182 omibilay of the Bugon diog Designer oad(ootlor. ADactesreteof in the POD and the practises and guidebnet or the Building (ompanem Sefery lnl-artine(R(S4published byWEad SB(A oso roferecard far lienoralguidance. TPI-Idefieestheresponibdities and duties of the Ties% Designer, Trust Design Engineer cod 18019 CImrNOn CIE. bust Bl AN, respanuladorer, r,anleu olb—iu defined by o (onbactogeeed upon in siting brall pubes ioeoleed. The Error Design Engineer is NOI the Building Designee at but, System Engineer for soy building. All (arimluedterms ore as defined is IPI 1. Copytighl ©7O15 Ad Roa1 masses -Manuel Mouinet, P.E. Reproduction of This document, in nay loan, is prohibited with wrillen permission Barn Ad goof Tiusset. Manuel Martiner, P.E. OfI00d0, FL 32832 Job Truss Truss Type QtY Ply Std Pac/6510 El B A071736b 63357 HR Diagonal Hip Girder 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:56 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMy&9q-VanFLEM731WPYHFW8tr 2lvK_3dVzeVr63mbm4zegFb 2-2-15 6-74 11-8-11 2-2-15 4-4-6 5-1-6 5x8 11 1-9-4 LOADING(psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 222/Mechanical 5 = 319/Mechanical 8 = 572/0-11-5 (min. 0-1-8) Max Horz 8 = 171(LC 4) Max Uplift 4 = -143(LC 4) 5 = -121(LC 8) 8 = -413(LC 4) Max Grav 4 = 222(LC 1) 5 = 319(LC 1) 8 = 681(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-401/485, 2-12=-863/356, 12-13=-817/366, 3-13=-815/368 BOT CHORD 1-8=-459/406, 8-15=459/236, 15-16=-459/236, 7-16=-459/236, 7-17=-463/829,6-17=-463/829 WEBS 2-8=-584/262, 2-7=-459/1115, 3-6=-873/488 4x4 = 3x4 = a I Dell. = 1/16 in CV N aV CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.75 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 BC 0.51 Vert(TL) -0.13 6-7 >881 240 WB 0.46 Horz(TL) -0.01 4 n/a n/a (Matrix-M) Weight: 51 lb FT = 0%d NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=143, 5=121, 8=413. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 188 Ib up at 3-3-2, 114 lb down and 188 lb up at 3-3-2, 47 lb down and 53 lb up at 6-1-2, 47 lb down and 53 lb up at 6-1-2, and 89 lb down and 113 lb up at 8-11-1, and 89 lb down and 113 lb up at 8-11-1 on top chord, and 60 lb down and 115 lb up at 3-3-2, 60 Ib down and 115 lb up at 3-3-2, 9 lb down and 3 lb up at 6-1-2, 9 lb down and 3 lb up at 6-1-2, and 24 lb down at 8-11-1, and 24 lb down at 8-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 5-9=20 Concentrated Loads (lb) Standard Vert: 12=145(F=72,B=72)14=-84(F=-42,B=-42) 15=131(F=66, B=66) 16=6(F=3, B=3) 17=-28(F=-14, B=-14) Warning- Please IAorougM1ly reeiew the'A.I ROOF TIMISI'SEMn],EENERAITERMS B(ONDIMONS(USTONER000YFRIA(NNOYOEDDEMEWImR%ify dodgepmemela, and readnotesesroi, iionhedga bevingODD)anddm Manuel Nerhne.PElelerenm SleetboleroosC Unless lb-iss easelas the IDO, only Mill, seemed.,plates shell be used For Me IDD to h.uaOd.Aso Ion, Omign(nginen[,Slad.ylogin eerI The s,or oa any IN,.prose.., on .... plan,, of Me pnkssional engi-disgrespoasihOily(or tfie design o!%e imgle Luss depidedanlhelDO poly, under 1pld. lla design ossomp7iom,loodingmoddionL MANUEL MARTINEZ, P.E. !mAWiryand ern of this ryou l.r anybudd"mg is7M1eresponsihility of the Oaner,lAe Ouner, oulhorired.gent or thehuiMingse.igser,mt6e....clot the ll(,she lB[, the lomlbuilding rode andIDll. IDe apprord oltheIDDand any held ufe afMe Lms, inducting hand,ng,d.rage,iaslaBrtion and burring. shvnbelhe #O4]182 respomibilhatheRuddirlMign—suffenhadm.All ooM,sof at in the TOO and the ptudims and guidelines a[ the Building (asap I guii Test dome, th .... and dufimofthe irmsDesigner, TmssDesign (n—,and 10019(horltonCIE. Ease Manufadom,, at,,, atheraise defined by. Coshed agreed upon in writing by all pas i000lued. The➢uss Design Engineer is NOT the Building Designer or truss System Ingineei far any building. All (epilaBadle res me m defined m IPI.I. ropy lght @2O15 A -I Roof trusses - Manuel Martinez, H. Reproduction of this domseent, in any form, is prohibited alas en ithm permission Was A-1 Rom[Trusses; -Manuel Morfinn, P.E. Orlando, FL 32832 Job Truss Truss Type Ott PIv Std Iac/6510 El B A0717361 63357 HJ7C Diagonal Hip Girder 1 1 Job Reference (optional) e nAa970n4 e2 D­ A7 ROOF TRUSSES, I—UKI NIEKGE, rL;i494n, oesignLa itruss.com rcun. y.U4U a Ura r ZU w I IIs' ID:zBDSehSDxBaEpitf4?9 vMy&9q-zmLdYZNIgLeG9RgihbMDbERXgTuui2P?LjW8lWzegFa 2-2-15 6-2-14 6-11-6 7-7-13 9-6-8 11-8-11 2-2-15 3-11-15 0-8-8 0-8-8 1-10-11 2-2-3 Dead Load Defl. = 1/8 in An IA N Oa N m N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. ' in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.13 9 >833 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.25 9 >441 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 54 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 84: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7 = 315/Mechanical 12 = 587/0-11-5 (min. 0-1-8) 5 = 219/Mechanical Max Horz 12 = 168(LC 26) Max Uplift 7 = -113(LC 8) 12 = -413(LC 4) 5 = -127(LC 8) Max Grav 7 = 315(LC 1) 12 = 697(LC 35) 5 = 219(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/634, 2-16=-658/260, 3-16=-612/268, 3-4=-987/426 BOT CHORD 1-12=-594/356, 12-18=-594/188, 11-18=-594/188, 3-10=-265/140, 9-10=-562/1000, 8-19=-1054/2125, 7-19=-1054/2125 WEBS 2-12=-669/331, 2-11=-446/1070, 4-7=-1978/992 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plate(s) atjoint(s) 1, 7, 3, 4, 2, 11, 9 and 5 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) atjoint(s) 10 checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide metal plate or equivalent at bearing(s) 5 to support reaction shown. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=113, 12=413, 5=127. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 188 lb up at 3-3-2, 114 lb down and 188 lb up at 3-3-2, 47 lb down and 53 lb up at 6-1-2, 47 lb down and 53 lb up at 6-1-2, and 115 lb down and 113 Ib up at 8-11-1, and 115 Ib down and 113 Ib up at 8-11-1 on top chord, and 60 lb down and 115 lb up at 3-3-2, 60 lb down and 115 lb up at 3-3-2, 9 lb down and 3 lb up at 6-1-2, 9 lb down and 3 lb up at 6-1-2, and at 8-11-1, and at 8-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-90, 11-13=-20, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 1'1=6(F=3, B=3) 16=1451,E=72, B=72) 17=-132(F=-66, B=-66) 18=131(F=66, B=66) lyia.mg- Please lhamughly rmiewIWA-1 RUDE TRUSSES llatill GENERAL TERMS A CONDITIONS CUSTOMER rRUYEr1A(rNDWI[DC[MEHr In,m. Ifenly design peanmeta-1 road notes oa this➢us, Design DaningQDOfand the Manuel Mndien,PA. Relerenco Sbeet before use. Unie-flnviseseted an Me ND, only MANUEL MARTINEZ, P.E. MiEd roonedar plates shell be used for the TOO to he r,dd. As a Trust Design Eugineerfu.,Spedaity Ingineerl the seal on my1DD represents an arrepenre of the pcolesaiond engineering-paruibiliy far the design of the single I.,, depided oa the 10D aoly, under TPI-I. The design mtueptiont, loading rundifiam, suiebiliry, and use el this Trust for any Building is The responsibility of the Dun,,, the Owner,omhadeed agent a, lbe lbodding Dnigen,in Me mnteafafIS, lR(, the INC, Me lotal holding code and TPA I. The approval al the LOU and any field use at the Truss, including handling,storage, insloDmion and hradng, shelf be the #047182 I aspamibiliryoflheBuddiogDesignerandConnarlacAllentersetoofietheIDDandthepredictsoadguidelinesaffh,Building(ompanentSaferylnfareliouRCSQpublishedbyRiand SECAare referenced forgeneralguidance. ➢Edefines the respemibiifiesand duties ofthe irumDesigner, Trans DesignFagiaeerand 10019[horltgnCir. Truss Banuforbomr, unless ath—ism defined by .Combed agreed upon in coifing byof ponies inrolead.TheT Do,ign login,,, is NOT the Building Dnigner or Trust System[ngineu far any building.All(apil.find Ines as as defined In 1111. Copyright ©2015 A I Ron[ Trusses - Manuel Madinee,P.E.reproduction of this decorated, in any lore, is prohibited with written permission from A-1 goal Trustee Manuel Mantis., P.F. Orlando, FL 3Z832 Job Truss Truss Type my Ply Std Pac/6510 El B A071736e2 63357 HJ7P Diagonal Hip Girder 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:36:58 2016 Page 1 I D:zB DSeh5DxBaEpitf4?9_vMyfk9q-Ryv? mvNNbfm7nbO u FltS8S_d WtEuRX18a N Figyzeg FZ -1-10-10 4-6-13 9-10-1 , 0-10 4-6-13 5-3-4 3x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. REACTIONS. (lb/size) 4 = 246/Mechanical 5 = 318/Mechanical 8 = 536/0-10-15 (min. 0-1-8) Max Horz 8 = 243(LC 4) Max Uplift 4 = -233(LC 4) 5 = -205(LC 8) 8 = -632(LC 4) Max Grav 4 = 246(LC 1) 5 = 346(LC 35) 8 = 842(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-886/547, 2-12=-976/595, 12-13=-955/605, 3-13=-900/606 BOT CHORD 1-8=-519/895, 8-15=-738/922, 15-16=-738/922,7-16=-738/922, 7-17=-738/922, 6-17=-738/922 WEBS 3-6=-966/773, 2-8=-474/280 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. Dead ad Defl. = 1/8 in a eV CP tI N CST. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.94 Vert(LL) 0.13 6-7 >870 360 MT20 244/190 BC 0.83 Vert(TL) -0.23 6-7 >478 240 WB 0.52 Horz(TL) -0.05 4 n/a n/a (Matrix-M) Weight: 46 lb FT = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=233, 5=205, 8=632. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 Ib down and 194 lb up at 1-4-9, 167 lb down and 194 Ib up at 1-4-9, 115 lb down and 121 lb up at 4-2-8, 115 lb down and 121 lb up at 4-2-8, and 182 lb down and 206 lb up at 7-0-7, and 182 lb down and 206 lb up at 7-0-7 on top chord, and 85 lb down and 122 lb up at 14-9, 85 lb down and 122 lb up at 1-4-9, 9 lb down and 3 lb up at 4-2-8, 9 lb down and 3 lb up at 4-2-8, and 27 lb down at 7-0-7, and 27 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 5-9=-20 Concentrated Loads (lb) Vert: 12=150(F=75, B=75) 14=-84(F=-42, B=-42) 15=137(F=69, B=69)16=6(F=3, B=3) 17=-28(F=-14, B=-14) Wowing -Please Ihoroughly,erievthe'A-I ROOF nIbSES('SaIER] GENaALFIRMS R CONSIDERS CIISTOMTR('BUTER] ACNIIUPIMDGEMENr in,m Wily design poi—len and read ewe, oa this its. Design Doemag(IOO) and the Manuel Mastinee, P.E. Referent, Sheet before use. Unless athervise stated an theIDD,anly �MiTeb mane,l,r plot,, shut] be used for the TOO In h,roDd. As a TwssDmign Fnginee,(i.e• Spatially Fngineerj,thereat on ony100 represenls anmseptnnseatthe prolersionalengineering responsibility(arthe design of@asiogle lrvssdepisledon thelDD ooly,00d<r lRl-i. lfie designassumptions, lauding son&fiens, MANUEL MARTINEZ, P.E. witahiliryand mamthis T c,sfmony Building is lhernpedbibly.11he Ovner,theOn-'soulhorhedageolor the Building Itesigoer,in Ike weeclaflh,With, FEE, 6, loralbuildi,gmdeandVll.Theapptav,l olthelODand mnyfieldmeefthe Gm,,induding hand(g, Dorage,inslagmtiuo mndbra,iag, shat]bethe #047182 ' respamibility otthe Building Sesignerandfoatratlor. All moles sal am in the TOO and the promises and guidake—f the BuildingCompaneatS.1my lnfmmationlBCSI) published byTF1 oadS#CA otc rate,en,edforgenewlguidaoa. SEP defines the mpoemagifies aid duties oftheiruss Ismigoerjmss Design Fagiammid 10019 [horiton [ir. Truss MmnmfatM1rer, unless otheniu defined by a Com,mt agreedupon in vrigng byall parties iorm[,ad. TheT,uss Design login em i, NOT the Building Designers, Truss System Engime. tar any building. All Copitaluedl—, a,, as defined In TPI-I. Copyrighl 02015 A-1 Roof Trusses -Manuel Monist, P.E. Reproduction of this dotumeol, in any form, is prohibiled with Minton permission from A-1 Roof Twnes -Manuel Mertiam, P.E. Orlando, FL 32032 Job Truss Truss Type QtY Pac/6510 El B A0717363 63357 HJ9 Diagonal Hip Girder 3 �PIY 1 �Std Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.cwm Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:59 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfkgq-v9TOzFO?Myu_Plz4pOOhgfXo6GYkAzvlpl?FMPzegFY 1-10-10 5 6-5-0 12-8-0 1-10-10 5 5-11-11 6-3-0 Dead Load Defl. =1/8 in lm 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.89 VeR(LL) 0.07 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.22 6-7 >649 240 BCLL 0.0 ' Rep Stress Iner NO WB 0.61 Horz(TL) -0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 69 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 I BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 6 = 636/Mechanical 8 = 965/0-10-15 (min. 0-1-8) 4 = 381/Mechanical Max Horz 8 = 210(LC 22) Max Uplift 6 = -202(LC 8) 8 = -524(LC 4) 4 = -251(LC 4) Max Grav 6 = 636(LC 1) 8 = 965(LC 1) 4 = 381(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/163, 2-12=-1704/661, 12-13=-1666/665, 3-13=-1609/661 BOT CHORD 1-8=-123/345, 7-18=-771/1622, 18-19=-771/1622,6-19=-771/1622 WEBS 3-7=0/253, 3-6=-1606/776, 2-8=-899/434, 2-7=-657/1600 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide metal plate or equivalent at bearing(s) 4 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=202, 8=524, 4=251. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 188 lb up at 1-4-9, 63 lb down and 72 lb up at 4-2-8, 47 lb down and 53 lb up at 4-2-8, 105 lb down and 134 lb up at 7-0-7, 89 lb down and 113 lb up at 7-0-7, and 159 lb down and 200 lb up at 9-10-6, and 127 lb down and 170 lb up at 9-10-6 on top chord , and 61 lb down and 115 lb up at 1-4-9, 13 lb down and 15 lb up at 4-2-8, 9 lb down and 3 lb up at 4-2-8, 35 lb down at 7-0-7, 24 lb down at 7-0-7, and 70 lb down at 9-10-6, and 53 lb down at 9-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Standard Uniform Loads (plf) Vert: 1-4=-90, 5-9=-20 Concentrated Loads (lb) Vert: 12=72(B) 14=-113(F=-71, B=-42) 15=-277(F=-159, B=-119) 16=66(B)17=-6(F=-9, B=3) 18=-49(F=-35, B=-14) 19=-93(F=-58, B=-35) Womieg-films. thoroughly room TWA.] ROOF 9SIS rSIRIn1, GIXIIAI FEW RCONDITIONS (OSIOAEI rB0rE11 A(RNOPBIfOGEAENP(cmVerity design Parameters ad send aolnmthis Loss Oesign Om•iagjN0lend lM1e M.mml Aortines,PE Relerenm Sbeel before urea Unleu otherrim shed ae the lOD, only MpNUEI MARTINFZ, P.E. Mneit mmnmr alas shallberued Imthe I00iola—lid. Asa truss Design[ogineer(Le,ipesiolty(ngineerl,the seal on onylOOtepresmis an ameptanmdthe prof msiamlengineering respoesibilityforthe design of the single Truss defined en the IOO only, audit IPI.I. The design msomplums,lmdingmadfi.m, suhabibryanduse of this Lan far any Budding is Theruspom5ilhy of the 0raes,The 0."", aohamed agent or the Building assignor. I. the moral of the @(,the IBC, the Intel building rude and TPRI. The opFmeol a[ the TOO and any held useoliheTm%imluding handling,stamge, installation and housing, shame the #047182 ! mspomlitiryoltheBuodiugOesignermd(..mootAll.ateeset out in the FIT and TheFrom-andgodeBnesalth.Building0rupaneoSdayInlmmelb.REST)publishedby"I adfe(Aotetef,,eae,dto,Sevemlguidmu.lBGldermeslhemsponsibOrtimaoddutiesoltheTmssfresiil,v,ImuOesilefngiueerand 10019(horitonCir. Truss Omulmmror, unless Wb—h, defined by a fortsod agreed upon in siting by all parries loeulaed. The Truss Deign Engineer is NOT The Building anignm or Fours System Ingi.em far any building. All (opiub,orl terms ate as defined in TFI-I. (opytighl©2015 A -I Roof Trusses - Manuel Martinet, P.E. Feptodunion of this document, in any loom, is psohibiied with written permission from A.i Roof busses - Manuel Airlines, P.F. Orlando, FL 32832 Job Truss Truss Type Qtv Ply Still Pac/6510 El B A071736h 63357 J5E Jack -Open 3 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:36:69 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMytk9q-v9TOzFO7MyL_PIz4pOOhgfXutGhhA6Qlpl?FMPzegFY IS LX4 = N 5-0-0 5-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 165/Mechanical 2 = 446/0-8-0 (min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 186(LC 8) Max Uplift 3 = -157(LC 12) 2 = -293(LC 8) 4 = -1 (LC 12) Max Grav 3 = 165(LC 1) 2 = 446(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=157, 2=293. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yz" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard BVamlog-Please IhmoughlyieView the 'A.] Roof TIUSSES rS9111j, 6ENERALTUNS R CONDITIONS [USTOM[trBUttR]A(GOYlIEODEOENr Iarol Vmily deGg. pmommen and read Doles on MisTmnOesigo Dmring0DD) and the AlonueI Noninet, P .I,Ierenre Sbeet helm, me. Onlem alberrira,ruled ao the Too. only Mile4 mnnenar plolm rh.11 be used lm%elOOlaberaod Asalmssk,ignlogineer(,,,Sperialty login eerIthe wad on any Too repr,seair on oa,plan. of the pnif ianal engineeringur,pomibilily fer the design of the single Truss depidedon the TO only, under TPld. Thedesigo mmmpliom,IoodingmoddimL MANUEL MARTINEZ, P.E. mhobility aid ere of this Truss for any Building iseberesponsibility of the 0rn,,,Ihe Owneis amsigne harired agent or the Building Oe,in the mmntnnhe@C, the IBC, Me laml building rude and TPIA. TAeapp-slalthe100and.eyfield me afthe lrmr,indodinghondbng,Wrung,. ins].Beriea and burring,,bail be the #047182 rmp.mibUNV of IM1e Building Dmigne, and Canada,. All ..far is] oil ie the Too aadthe pradim, and guidelines of the Budding(omponem Safety lntmmmioapnl)published by TPl and9CA me refeurnurdfar SannoI guidamm. Rid dims,]b—sponsibONim and dean,of the➢as Designer,Tdm, Design Engineer and 10019 [horltoa (ir. Gun Manulnder,r, unless alberrimdefined by oConhad agreed upon in writing by all pill,, hmalred. The T r Design Engineer is NOT she Building Designer or Truss System Engineer far mry building.All Capitur¢edterms me as defined in IPH. Copyrighl ©0015 A.I Roal trusses- Monoel Martine:, P.E. Repsodu flan of If domment, in any form, is prohibited with wrilten permission ham A I Roof Trusses • Manuel Martinet, P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Pac/6510 El B A0717369 63357 AJack-Partial 6 1 �Std Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 Is Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:00 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-NL1 mBbPd7GOrOvYHNjwwDt325gl0vYoR1 hkpvrzegFX 1-8-0 7-4-0 1-8-0 5-8-0 1-4-0 1-4-0 7-4-0 6-0-0 Plate Offsets (X Y)— [1:0-0-0 Edge) [5:0-5-9 0-1-81 LOADING (pst] SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 4-5 >734 240 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 209/Mechanical 4 = 53/Mechanical 5 = 537/0-8-0 (min. 0-1-8) Max Horz 5 = 150(LC 8) Max Uplift 3 = -137(LC 12) 5 = -258(LC 8) Max Grav 3 = 209(LC 1) 4 = 94(LC 3) 5 = 537(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/158 BOT CHORD 1-5=-109/303 WEBS 2-5=-585/954 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load non'concurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=137, 5=258. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Warning -Plmsethamughlymsis. the 'it 11001TRUSSES ('0111,GENERAL TERMS & CONDITIONS (USTONCp("BUYEp1AC[NOPIIFDCOMINT'1".Vuilydesigepen—h and r,ad aat,, athisLussDesignDrawing(IOD)andtheManuelMa,tines,P.EPeferenceSheetbeforeuse.UnlessotherwisestatedaeMeNO. ely ryMANUEIMARTINEZ P.E. MireIt connector plates shell be used doe the 1OOto be rand. As a Trans Design Engineer Is,,Spedelty Ingle Ithe seals. any IN ,pro is an asreplonres of the professional engineering respensibillry lee the design of the tingleTrussdepided oa the IDO..IV,..do,EPI.I. The design aownpli.ed, landing medifies" ,cdcliband use of this Truv for any Building is the responsibility of the Owner, the Owners achasdiedagenl or the building Designer, in the context of Me UK, the HIC, the local building rode and IF IL The approved of the TOO and any field use of the lrms,Snduding hendfng.storage, installation and Trading, all be the #047182 v responsibility ul the building Designer and(ordeder. All act,,salad is Me TOO and the pendimsond guidelines of the Building6oup-at Safety lntcansfin pCSI) published by EST and SAGA are r,f,r,n,,dfar geoeroI guidance. Tlld defeat theresp andIdes and duties of theirass Designer, Truss Design(ngineer and 1OO19 t11OT1>On Or.Buss Meoufu hunw, unless otherwise defined by a Council agreedupon in writing byall ponies involved. the Buss Desgn [ngmeer is NOT the Building Designer or Buss System Engioeor Inc any building. All (opificked forces ate as &fluid in If[ 1. Copyright @2015 A 1 Real Trusses - Manuel Mail.,, P.F. Reproduction of this do surief, in cry frown, is prohibited with written permission from A-1 Real! T.--Manuel M.ctinni, P.F. Orland0, FL 32832 Job Truss Truss Type City Ply Still Pac/651 0 El B A071737'0 63357 J7 Jack -Open 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:00 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-NL1 mBbPd7GOrOvYHNjwwDt3? l g?9vXRR1 hkpvrzegFX 1 8-0 4-5-2 8-4-0 1$-0 2-9-2 3-10-14 Dead Load De0. =1/8 in v d '7 N 1 4 0 1 4-0 8-4-0 7-0-0 Plate Offsets (X,Y)— 15:0-5-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) -0.06 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.18 4-5 >448 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 26 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 247/Mechanical 4 = 64/Mechanical 5 = 599/0-8-0 (min. 0-1-8) Max Horz 5 = 171(LC 8) Max Uplift 3 = -161(LC 12) 5 = -278(LC 8) Max Grav 3 = 247(LC 1) 4 = 110(LC 3) 5 = 599(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/186 BOTCHORD 1-5=-119/334 WEBS 2-5=-710/1136 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Eri GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 3=161, 5=278. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yd' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Womieg-Pleou tfur-ghly m marshe'A-I rOOF irUilES fsaEEAI, 6ENEPAI TERM56 (aNDITIDN$ (USNNEB ("BUYaI A(rNOWlNGEM[Nr loan Venly design pmomein,, and read roses an IN, Truss Oesigo [Im i.tioUlund the Mutual Monte , P.E Infamous Sheet before use. Unless ob—ise rimed a.IbeNO, only MneIs mnneder plot,, shall be used for Poe IDD to be mbd.Aso Imes Total. Engi.... In.,Spedully Engineer), the seal on a"Damp reuat, oa auepturne of the professional engineering resparsibik", the design ofihe single Truss depiddea The TOO only, uadn iPl-I.Thedesig.essumplimes,landing mndfiom, MANUEL MARTINEZ, P.E. snBabiliryord use aftbi,Gusstor ory Building istberesponsihiliry of the Owon,the Owner,amhadzed agentar the Building Oeug.er,in the comer of she lr(, the lB(,Ibe laml huOdiug mdeard lPbl.Theopprorol oltbe NO and nm field use ofthe lent,,indudiogkanding. domge.indoOotoh ondbmrirg.,bail he the #0411R2 ' -possibility of the BuOdirgBesignerand(oassmam. All notes set net inthe NDand the pradims and guideline, .1Theholding CompanmtSafety Warranties 08gpublished byVIadSGCAmor used far gerund guidmsa.TrI-I1.5esThe ��pomibONiesandduties ofthe ims,Designer, Truss li,igrEngines, ad 10019Charlton (ir. Gun ManulosNmr, unless athenise defined by u Contend agreed upon in nitng by all pastes ineolved. The Trust Design Engineer is NOT Ike Building Desig.m or Gass System Ergiaee, for any building All Capitalized terms we as defined in TPI-I. Copy6ghl02015 Ad Roof Trusses -Manuel Mortines, P.E. Reproduction of this almumens, in any form, is prohibited with wfillen permission Tom A I Roof Trusses -Manuel Martinez, P.E. Orlando, FL 32832 b Truss Truss Type QtI PIY Std "ac/6510 El B A0717371 �Z357 J7C Jack -Open 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Indust es, Inc. Thu Mar 03 10:37:01 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-rXbBOxQGuaBie37TwRR914cGu4NveyOaGLUMRHzegFW 1-8-0 4-6-0 i5 6-0 8-4-0 ISO 2-10-0 1-0-0 2-10-0 Dead Load Defl. = 3116 in cp to an (V 0 CLL•J•el LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 10 TC 0.36 Vert(LL) 0.22 8 >367 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.30 8 >268 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.11 6 We We BCDL 10.0 Code FBC2014/TPI2OO7 (Matrix-S) Weight: 33 lb FT = O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 132,84: 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 239/Mechanical 6 = 29/Mechanical 11 = 642/0-8-0 (min. 0-1-8) Max Horz 11 = - 1-71(LC 8) Max Uplift 5 = -140(LC 12) 11 = -297(LC 8) Max Grav 5 = 239(LC 1) 6 = 58(LC 3) 11 = 642(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1110/807 BOTCHORD 1 -11 =-742/1073, 10-11 =-742f739 WEBS 2-11=744/880, 2-10=-762/763 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 5=140, 11=297. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yde gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wamlvg- Please lhomughlyrerin. 1h"A-T Nor TRUSSES rSElla],BEMaA(SEAMS6(UNDITIONS(USTUM11VBUrEYj ACKNOVNE06EEl(NI-Iorm Verily design pmometers coined notes an lhi,Tato Design MeeingTOO) and the Moaner Murmur, P.E. leterenu lheeehelmeusa. Unlns olAerrise stored oo the IDD, only MANUEL MARTINEZ, P.E. tlndAuntude,plotsthaU be used for Me IDDto bevfid. Aso Imss Design Eogiaee c"e SPeddy hilineerI Me sealon any 1DO minesems anatteptente of the prote,danor engineering rmpaosibiliryfar the design dibe single Itun depid,ti n Ihe1DD only,Bader 1/41. The design msdmptioon, lending unt"itm, �suhubUity random at thin Suit, any Iniding to the respeodbNdy.1the Omer, the Ovaers amharind agent or the Auilding Dafgee,.inbemmeal of TheW, the ME, Me Inm] hudding rode endTPrl. The approroI of the TODaad oey field use of the lmss, toning bundfng, domge,in,lo0athn a ad betting, shaD be the #047182 r'Pom3iliry of Me luiding Designer ondfonnamr. All note, at out in the TOD and the pmdimsond guide]ionafthe Bai]ding Compeneet Salary lnhrmmion(lCSI)publiMed byTPl andSBCAone refeteand for geoeroISaidonre. Ti I defeee the responfNiin and duties of Me Nit Oesigea,Tram Design Tngiomr and 10019 Chorlion Cir. Irma Maoolforlmer, cattle, otha+ise delined by a (oabod aped upon in ni0og by all podia, hde]md. The Trum Wig, Inginen is NOT the Adding 003ner or Nu, Syslem Tngioem far any building. All (npihOmdtam, aie as defend in m61. Capytight@2015 A-1 Root Trusses -Manuel Median, P.E. repududion or this dotumdnt, in any Tmm, is pmbibited with written permission ham A-1 Root Trunes-Manuel Martinez, P.E. 0T10nd0, FL 32832 Job Truss Truss Type Qty PIY Std Pac/6510 El B A0717372 63357 RP Jack -Partial 6 1 Job Reference (optional) Al RUUB TRUSSES, FORT YItRCa, FL 84s46, design(U1altruss.com Run: 1.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 Mi-Tek Industries, Inc. Thu Mar 03 10:37:01 2016 Page 1 1 D:zBDSeh5DxB a Epitf4?9_vMyfk9q-rXb8OxQGua8ie37TwRR914c614Koe_DaG LUMRHzegF W 1-8-0 84-0 1 8 0 + 6 8-0 Dead Load Defl. = 1/8 in v mA N ' 1-4-0 7-0-0 Plate Offsets (X,Y)— [1:0-2-0,Edgel, [5:0-5-9,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.06 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.18 4-5 >448 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-S) Weight: 26 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 247/Mechanical 4 = 64/Mechanical 5 = 599/0-8-0 (min. 0-1-8) Max Horz 5 = 244(LC 8) Max Uplift 3 = -242(LC 12) 5 — -412(LC 8) Max Grav 3 = 247(LC 1) 4 = 110(LC 3) 5 = 599(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-590/287 BOTCHORD 1-5=-192/407 WEBS 2-5=-809/1376 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=242, 5=412. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wmoiag-Pleax 1haroughlyteriewlhe'A-IA00FR16YS('SRI(r'SBENaA(TIRMS&CONDI110NS(OMERrBuY(AjA(rNOViLEDG ERr loan. Verih design pommeten eodreod nmesonlAisLass Design Droneg(IDD)aad the NanoeiMorNuy PE Belerenm Shaa Befun—a. Dnless olherrise stated as the lOD,anty MAUUEL MARTINEI, P.E. Mikk t"onetlrr pinta shop 6e uud lar%e IDOIohevoid. Asa Trvss Otigo[oglnet[e.,Spedelry Faginurythesedan vey1D0 upreudt on omeptwt dMepmhnioedengineting usponLiiiryfor the design ofIAe single Trvss depicted oa the IDO only, order IPI•I. Thainigamsannish-,ludingnamad m, auOatihlpaoduteofdd,TnstfaranyBuildigisNontponsihildya[theOenn,theoneisaulhnitedagedorfitBuildingDesigner,inthetodntolthelR(,thel8(,thelenlbuildingrudemiTP61.liberty aloltheTODaadmyfieldmeoftheTrust,bindingheading,orange,retUatsmredhitting,sWbethe #047182 responsibility of The Building Designer and Coordination. All notes set out in the TOD and the Emotions ad guidefinet of the Balding Component Safely Information [101) published byTPl tail SICAa,eufennudfar general guidann.V1.1 defines lhensporsib06im®d duties of them. Designer, Tons Design Engineer and 10019(horlion Cir. Truss Manufacturer, units abaci, behead by a(ontned agreed pan in dfirg byall parties involved. The Truss Deign Engineer is NOT The Building Designer of Truss SystemEngineer for any building. AO Copitalisedforms me as defined in PH Copyright ©2015 AA Roof Trusses -Manuel Wines, Pat. Reprododion of This dormant, in any form, is prohibited with wtinea permission from A-1 roof Trusses - Manuel Moaner, P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717373 63357 19 Jack -Partial g 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:37:02 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-Jk9WcHOuftGZGCifU8y0119PTUizNRDkV?DvzjzegFV 1-8-0 10-0-0 1-8-0 8-8-0 Dead Load Defl. = 1/4 in v 3x10 II 14-0 1-4-0 10-4-0 9-0-0 Plate Offsets (X Y)— [1.0-3-10 Edge] [5.0-5-9 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.50 Vert(LL) -0.15 4-5 >706 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.41 4-5 >249 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 - 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 33 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 323/Mechanical 4 = 83/Mechanical 5 = 724/0-8-0 (min. 0-1-8) Max Harz 5 = 212(LC 8) Max Uplift 3 = -210(LC'12) 5 = -319(LC 8) Max Grav 3 = 323(LC 1) 4 = 143(LC 3) 5 = 724(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-636/238 BOT CHORD 1-5=-139/392 WEBS 2-5=-959/1505 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and Fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 3=210, 5=319. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/de gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard SNamiog-Flame fit ghlyunnlha'A.)ROOF nIBSISI'Sllla], GINIIIIIE111511 NDIfIONS(ViNNtI rBUttI]A(nOB1E06EMEH1' Iota Yerily desigopmemetnsmdreodnotm on Nishoss Daugr OtoringOW}and the YvnuelMmlmq P.A. Relneaae Sheetbdme use.Onl—lher F. stend o. the IDD, only MANUEL MARTINEZ, P.E. tliek amnenar plates shall be and far Ne IODIo ha rafid. As a Imv Dnign [oginen[ie.,5pcdalry Erginen), Neseal oa anylDO represems on oaeplonm f ffm pafemiwol engineering rmpordMGryfor Ne design of Ne single Irvts depisled on the IDO only, adder IDI-I. Ibe design msampdoos,laading naNNom, suhluIrly and ott of this Bum N, any Mimi is the responsibility of the oenm.IF, Dun,(, 01imi"d agent m the Building Oesisa2in the amen al the III, the III, the loml budding rude and TPld. The pp 1of lheIDDaad any field use of the Buss,indudmg headrmg. sl-p,al,li im and bmung. shaO be the #047182 1 respomibitiryofthehildiegDesign,,and(omruemr.AllnotessetoiliatheTOOandtheprodia,adguidofinmofthehildi 6unp-at thenspomihUmanddutiesoftherrossDesigner,FastDesignEngineerand [0019Chorlfo0(ir. Buss Avalodurtr, males, olbenise dellned by o (.at m I agmedupan in nitinp byoll ponies meelued. @e huu Design (ogineer is NOT the Building Designer or Truss System trainees for any bui)diij. All (opiNOndleims ew e' def ned inIP .I. (opyfighl GJ1015 A l Real Trusses -Manuel Martinet P.E. Reprodunion at this document, is any form, Is ptohibiled with written permission ham A.I Roof Isms -Manuel Mosinee, P.F. Orlando, FL 32832 Job Truss Truss Type Qty PIY Std Pac/6510 El B A0717374 63357 J9A Jack -Open 2 1 Job Reference (optional) A7 KUUF I KU55t5, t-UK I PItKUt, t-L 34846, oesign(aual truss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:02 2016 Page 1 I D:zBDSeh5DxBaEpitf4?9_vMyfk9q-J k9WcHQuftGZGCitUByOI19PTU izN RDkV?DvzjzegF V 1 8-0 5-5-2 10-4-0 _...1 1-8-0 3-9-2 4-10-14 3x10 II 1-4-0 !rn � im a%t i i Dead Load Defl. = 1/4 in LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 4-5 >706 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.41 4-5 >249 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-S) Weight: 33 lb FT = O% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = 323/Mechanical 4 = 83/Mechanical 5 = 724/0-8-0 (min. 0-1-8) Max Horz 5 = 212(LC 8) Max Uplift 3 = -210(LC 12) 5 = -319(LC 8) Max Grav 3 = 323(LC 1) 4 = 143(LC 3) 5 = 724(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-636/238 BOT CHORD 1-5=-1391392 WEBS 2=5=-959/1505 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=210, 5=319. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Namiagfliase tbanay)tlyrmer Me.A1BG0I1rDS5FS('ynfEr-y CFHIBAl1IWgdfarDRlaBs(USIDYarINn11UX[riIEDDtYFM hra Y�dyd y9 pmael sf d, alrat<aolhisrcn,Desige Brxriny)IDD)oad the Naoael)Imhnn,P}, PaferaareBAeelbdme me. Uoleu ousersiu uandaetbe lOD,anly �RTtc e<ro plr fsBallb s dl Q TDDab seed. Asnlr ssaagnfioyaen{4e Sp n Ity(agoeeQiM1euotoaa INOreP,esenliaodic ph aoltegp a-istiaalenjre<il y¢spoasL3tyhrtkedesiyndtheuoyleLmsdepioedcniheWDonlr,andnR4r. IAedesigaartcmpems,ieadngroedmm,, MANUE(MARTINEZ, P.E. s dpbLryarA mcflfrsTrossl a yBuifap tnesespo i6hryoltheame M b ae raalh rt dag nfatheB 7c gDe,a a IresaaegyHlallC,M RGth IomfS drgrodeoadlP41. theeppranlodtfeTOO andaayfieldmdthe Tu ,h*dnghaadh g,fwgjns;0ain.6bocing,,fa11beth, # 047182 ..f.,+repnos�aldyartSBdgDsgneeaidCaetraU Ig ie,utavllethNDcad�epramusandgad<FoesolfM1sBdd'ng(omporeotkleiylnlameeoo(8[SI}pa64shedlylPlao45fifAaeefaea¢d(orgeneralgu:daau.IFFldafineslberespoasibiitiesacdduhesaftbenessDesigcer.rmssDesigntagiaeeernd IOD19(horltonCir. i m aaowf tl i rdaless Met (e8e6ned bya (o I act gr o opoa a r I vg by Ilea s eslanl ed the i u s Destgn Fng dd 1I rDld B 7Tag D ug cr ar i d jyne Eag nea loya y b it&ag. AA (vpihfiudtemn are os defined in RFI. „CopyngM�&`1�I$ A;�Boal L xet Mdnuel Marl et, P,F.,idptod moo o(ihis damme t m o�y.fetm, is p(phbiled xitA vnaenpamn} on ham A I Roof Guisey fFonael Mariinez, P.E. Orlando, FL 32032 Job Truss Truss Type City Ply Std Pac/6510 El B ,63357 A0717364 J10 Jack -Closed 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:03 2016 Page 1 I D:zB DSeh5 DxB aEpitf4?9_vMyfk9q-nwiu pd RW QBOQtM Hs2sTdrV hbQu3w6g4tjfzTW Azeg F U 1-8-0 7-1-10 12-1-0 1-8-0 5-5 10 4-11-7 — — 4x4 = bxb = 7-1-10 12-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip IDOL 1.25 TC 0.42 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 62 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 761/0-8-0 (min. 0-1-8) 5 = 552/Mechanical Max Horz 7 = 247(LC 12) Max Uplift 7 = -320(LC 8) 5 = -257(LC 12) Max Grav 7 = 761(LC 1) 5 = 552(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/397 BOT CHORD 6-7=-305/283, 5-6=-647/680 WEBS 2-7=-706/810, 2-6=-343/491, 3-5=-735/699 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=320, 5=257. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/," gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 17 a g &euetoa h(gra a Me-Algg9ntBSSF51'Sill[t'd GEAWLftg4ga(Ct DI11oN3 (UrCgfgrlNaldfYBoil GL4FM h Ye dgderg p creel s aad, odcle+ Ibt+hau Detigehm"ing7DD)udihe Ynaael,4mfvn,Pl. Belereaufheel Eehm ne. Uolenathereise ratedmthe No, only ertmelorptahtsllhemdfo................ingagnrnaeerje,ipualy(ng;eejheo(opyNOmpsm ;iapcnotn,po, olege+leugwuAuyfnCete+igne(Ae+ingieLuxdepinedanM1a7DDanlr,undnRrl.Ihrdevgeo+scmpron,l<adag,aaamanr, MANUELMARTIUEZ,P.E. s dohtnq nd e+b afihsioa fa eey Buid ngslbe rz+paeuh.tit�otrheUme-lM1 Ov`naeo-aalhi¢degiiAaMBlnag Bl po ntFe iM nelMelt['he ll4 thelwolt id'rg-WindtPl-1, the eppmeoIdA,IDDondaagNb!eeel Ike No,'sedudng headrig,aomge, intkioa udbro:mg,+hell betbe #047182 !•, 7sp nv'Mtry otfA B dagB sga rand (aoba .W lesue al ath IBO ddth p eesaadg deFn sofib file fi( p enl Salery lnfoemaaonf66QphLihed Ll Riaad SfifA crc reterc¢edhrgearalgvdaatt..iP4l defuesNnnpons37fim oed da6m of H:e Goa Bedgn+.(mu Besign togiaeer and �tiU+1lt oia t le Thar` ed finedhya[ I ABr wan. g*q gpar +Url-d. rhern the+gn[gn- 1hOHter id gB ug erortiti+Sr l,j pl nee, lm aq hoddiog. All Opihrmed lamwu m deface in IP4l. 10019 (horhon (ir. n (aprrigAl(E'2gISAd Bnofrrvisnf MenuelF!atl net, P.I.,iapmdeten,.IIis dowmet,n any fweijs pieli iced irith witlen Fairersion kom Al goof rnitiiey-monnel Makor,U Orlando, FL 32032 Job Truss Truss Type oty Std Pac/6510 El B 63357 J10A Half Hip Girder 1 �PIY 1 A071736� Job Reference (optional) 1 ROOF R RUSSES, FORT rieRGE, FL 34U46, eesignLanruss.com Run: /.64U s Oct 7 2U15 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:04 2016 Page 1 I0:zBDSeh5DxBaEpitf4?9 vMytk9q-G6GGOzSBBVWGVWs2cZ—sNjEjyHlJrFllyli02czegFT 1-11-0 4-&0 5-0-0 84-0 12-1-0 1-8-0 2-10-0 1-0-0 2-10-0 3-9-0 Dead Load Deft. = 3/16 in i 1-4-0 1-8-p 4-6-0 5 6-0 8-4-0 12-1-0 100 -0- 2-10-0 1-0-0 2-10-0 i t-q-n Plate Offsets (X,Y)—[2:0-1-12,0-1-121,[3:0-5-0,0-3-01,[4:0-5-4,0-2-01,[5:0-2-0,0-1-0],[6:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.19 7-8 >649 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.36 7-8 >341 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 55 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 *Except* B2,B5: 2x6 SP No.2, 64: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 6 = 937/Mechanical 12 = 980/0-8-0 (min. 0-1-8) Max Horz 12 = 173(LC 19) Max Uplift 6 = -418(LC 4) 12 = -448(LC 4) Max Grav 6 = 937(LC 1) 12 = 980(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4191728, 2-3=-810/271, 3-4=-1835/774 BOTCHORD 1-12=-674/413, 11-12=-674/240, 10-11=-303/150, 3-10=-587/299, 9-10=-555/1107, 8-9=-144/304, 3-8=-266/610, 7-8=-776/1711, 7-17=-797/1776, 6-17=-797/1776 WEBS 2-12=-1031/494, 4-7=-221/666, 4-6=-1847/827, 2-11=596/1415 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=418, 12=448. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 156 lb up at 8-4-0, and 149 lb down and 156 lb up at 10-4-12 on top chord, and 296 lb down and 141 lb up at 8-4-0, and 19 lb down at 104-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 4-5=-90, 11-13=20, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 7=-296(F) 4=149(F)16=-149(F) 17=-9(F) n gFl ekonur�hlY M-AIFUUFTRUSSEfj'SFLLIt'16FNnAl1[Itlft(Ckgf1IUNS NSFUMlRCRUYFI'jIfXNUM'lFU6CYiYI Ima,Y hd gpxocnt niduvd ooie onlMruss Uetige Urering7DgjoedtEe p�seelf!mfan,PE RtrenuefheelEeimexe. UWese mgerrise ratedoeMe lUU, aoIC 8 rtgm nedor plak�shdihe used is lheNDrohe ssgd AtigG sr Desgn En6 npiY(e Sp unity [ag ne 41M1eua oeopTDO eprer nh opt pl aol lhepr k, aial g e i gi�jponihhtyhr tkednign ofthningiaLmt depi<ted en the NgonfY, andtr IDsi. ihedmignanemp`oeLlme:egtnnednnt, MANUEL MARTINEZ, P.E. udabTdy ord uel ihrsL sslo cnr9uld,agnthe to poif b.M1rynl MeomeIR a ne sauMam<d pgem nR Me Bmlcmggtaoer nitre geteste,'Snit4the 64Meluoi5o �d cgnde`uvdrPl•L ige apprpeal ofife igD and mr Ecld use al the Lost' adoding hnndCag, dotage; instatlmioa nedgraing, dog he Mt #O47I82 -' �'iesp m3 flpodMa Rmdmgg sgae nid [o find 1Urtit ui oat lniheIDoondmnpmmtn aadgwJePots olM R 1dmRCnmpoeeolki plaf•tmn nI6[fhp hRrhM6yino�fFl4me tlaen<tdfor geoaolgu�ante. FPFl dafineslhnespansbLSn acd dulipsnSpa Tress Oesipev,hussCesigo rngmtnr end 6ussWof l•titi le sorter 0e defined pC tado......... pnrrin by aU, ndgsina lttd lAeruds De Igorngweer is hAtf.. ldu goer orTa�ftlufa neei[op uoYhae&rig. tg [opircGredteim7me ns daf ed in roll. IOOI9 CIIOfIE011 C1C. •Copplght+67gIS,Q�i RoofTroms MwuedWmenl Trio,lfew, is prohhi[dvdh maen parenipn from A,1 Roof Tmius Nonue..a... P.E. Orlando, It 32832 Job Truss Truss Type QtY Ply Std Pac/6510 El B A0717366 63357 J10B Half Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 Mi fek Industries, Inc. Thu Mar 03 10:37:04 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-G6GGOzS8BVWGVWs2cZ_sNjElbHJarBxlyliO2czegFT 1-8-0 4-6-0 5 6-0 10-4-0 12-1-0 1-8-0 2-10-0 1-0-0 4-10-0 1-9-0 48 = 1.5x4 II Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.17 8-9 >727 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.27 8-9 >454 240 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight: 62 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B4: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 520/Mechanical 13 = 793/0-8-0 (min. 0-1-8) Max Horz 13 = 214(LC 8) Max Uplift 7 = -226(LC 8) 13 = -347(LC 8) Max Grav 7 = 520(LC 1) 13 = 793(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-807/599, 2-3=-610/278, 3-4=-1005/743, 4-5=-503/318 BOT CHORD 1-13=-545/783, 12-13=-545/404, 3-11=-425/443, 10-11=-799/829, 8-9=-1906/1990, 7-8=-406/453 WEBS 2-13=-848/852, 4-8=-1565/1518, 5-8=-170/332, 5-7=-769/690, 2-12=-937/1094 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=226, 13=347. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and a/." gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard homey-neautloseohly Pei eiiIb slmv Desige NcriagT07)oadehe)(eooelYmCon,Pl. rekrzam Sheetbelan ale. Unlev ot,enise unedoethe lDD,ndf MdNUEI MARTINEZ P.E. �4:reR roneoAfv plm; shaDbeeiedloe lhi iDO to beeold: As olies s Dei11�gn tag neer(Le Sp npty [ng nQ the up octlDOr psneols on eaiph aalmepoeniapole goeniq tnpoasibhlyhr th desigeofthe sieglehms depioted oe the TOD only, Wei 1R1. lbedeugeassomps:ocs;lcad;ogroadaiaos, s Iobhlywdesofhisl sshinjI ldags)Aerepe ib1i1y4l1beDmntb DoessiAiaedegiiiii, 6,D ldnrDeifpoe 1Feromend1e11C,1hoIRC,thilocal60691odihdV1.1.nooppmsoloft,TDDoodoeyfie16useel00se",Indudinghoodliog,stomggie'thlinoedbmriog,sM1e11be-.he #047182 .i pns 511p tthe RmdrgD sgnerond (Dolma Atl cote ul IieiM1e100 ondtbe pm hies and gmderons ofth rlc g C pii.eniSifiiii lmeha l6LSI}po6fsM1ed bylPlond dr[A erdemendhrgeadWgu:daou.IP:l definesl6esnpoes3lfim ocd du5es of lha Tmss Desigon,T—Desigelegiazerend I0019 Charlton (i[. TUS Nn I I to Ie s Pon ad hnhd.4 oCqoljoq. g et!upon in'l Ag Y Ilp aesl I' 0.J o sbedgn[ g e t hOteFer If gbeug rerh aSyq jpfo mto aayb ilkq. AD(opitofnd W ees oleos dduiio 1p41. fopynghl(ti'gDIS:Ad Roof hpsse; N.ceael fdo(I net,P.f. Rbpmdaeon of this, dawreenl,Indj,16,T is prohibited a�ith when pielmissivn LiamAI Radrms-, Wg u0MadM0 L Orlando, EL 32832 Job Truss Truss Type atv Plv Std Pac/6510 El B 63357 J10C Jack -Closed 4 1 A0717367 Job Reference (optional) i ROOF I RUSSES, FORT PiERGE, FL 34946, eeslgnra(altruss.com r(un: i.64U s Uct / 2U15 Print: 1.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:05 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-kJgfElTmyoe77gRE9GV5wwm_lhgpajtABySza2zegFS 1 8-0 4-6-0 , 5 6-0 , 9-0-4 12-1-0 1 8-0 ' 2-10-0 1-0-0 3-6-4 3-0-12 4x6 = N 5 I 4 0 M ly Dead Load Deb. = 3/16 in LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.18 7-8 >690 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.28 7-8 >436 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-S) Weight: 57 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B2,B5: 2x6 SP No.2, B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 518/Mechanical 12 = 795/0-8-0 (min. 0-1-8) Max Horz 12 = 247(LC 8) Max Uplift 6 =-241(LC 12) 12 =-336(LC 8) Max Grav 6 = 518(LC 1) 12 = 795(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-803/585, 2-3=-539/179, 3-4=-916/628 BOT CHORD 1-12=-5381786,11-12=-53B/350, 3-10=-404/430, 9-10=-731/696, 7-8=-801/839, 6-7=-801/839 WEBS 2-12=-807/789, 2-11=-843/1015, 4-6=-980/937, 4-7=-166/292 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=241, 12=336. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Paroipg-Pimaeilaoure veAN(NDaIS1(A(WtGDTgnedudiTrs -hl@W...h , Unleu ouseniu W d oth'Ton, vaf/ LL7et toheedor pl>rds sh lSheps dl IheNDuhe rl Aitilr ss0agvfng, eci(a Sp uaily[agu i}.iM1e uotopo y100 repr, oii oodieptchre OPT@okoro;leegen, npuib.Utyh, the t0p dib, s.11,r. deplded whe TDDon1@,.6,P11,the desip.,s,.psoes,lvd d+'vgrondifovs, MANUEL MARTINET, P.E. se fptTdyo Npu•pfjhrsTusslrm@Paid 3g sNe uspogsh7dy otthe0mtt ih Dbuaoutharded a9 me 1pe Balc pDn gne tbs nvled c+'Selt(ihe B4A�d ideol5pdd ng rode Modin-L(Ae epprvrol oftk IDD ondpq`elduse aHheLosyivdodinghavd6ng, domgpivshgatioa pvd traing, sF.ollba @e #047182 '. resPays 5 fry olthe Pa �'vg Daxgaeaaod Covhpdur ANwle ut od mthe ND ond.5e prpmves p d gp defnn pllhe N Nc bg (a po eol5alep Inlprmdou (BLSI}pabhsbed 6TiPloodSP(Awe relenuudhr 9mrpl gupau. iPt-i def es Ibe rapoas3gifies pvd duAaf of IM1eTnss Dedgver,iwas Deign taginer ud Lass tlavulpd er uale solMer sed fined Canl aria eda onnly gall. atws huulpdd.@e1 aDesl o(o ueHs hDitte P-ILv Du oee orT axS }fenG neetfdr dvrb aeq.196phkd telmspre os defined in@PI•I. 10019(hoillon Gf. y D q'Copyrlghl62015 Ad loci Tfi.qeaMnudMad et,P,E,'Rep,pdmonolthishwnet inM y.k-T, k pmh Mdedy:jili Q11ee permissionliom 61 Nooi Iruiids'- mal MadMe:,P.E. Orlando, EL 32832 t Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717377 63357 MV2 Valley 5 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 M7i ek Industries, Inc. Thu Mar 03 10:37:05 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfkgq-kJgfElTmyoe77gRE9G V5wwm11 hpLapvABySZa2zegFS 2-0-0 2-0-0 4.00 12 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 5 lb FT = 0%t, LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 58/1-11-4 (min. 0-1-8) 2 = 48/1-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min. 0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -1 B(LC 8) 2 = -32(LC 8) Max Grav 1 = 58(LC 1) 2 = 48(LC 1) 3 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i9oa g Flt s tF.omucNytevievt6e AIDGOI FFgSSEg('SFIIECj GINWII[i9SdCGYgttIONi [USiCYFIIj'INajl(dNOWLfgDIMFhI hm, ye Ay des-g;,P elef uadtt daales olh sTmn De4ge grenng R07}ond!keP.onnel Bmlvn, Pi. Dt4!enn SActtEdo:eose. Uuless oderrise slated oc!6e Ng, only MANUEL MARTINEI P.E. �@leg mene<lorplatds sp Abe used(o IM1eIDdse At nerd Asaq ago gnf g cei ((e Sp o Iy [dgdeeif the sea ax aey lDD rep ms ei ptcae at!he pro essio�oleog neni gnipansi67dy!ortEedesigo olt6esmg1elmrsdepiQedootM1e IDD ooty,00derlP41. the deilgo ossemp^.ou,lmdag tandAians, m loh Gryod�se if9uG ss lartygu ldiagsthe resp �b Mti a}MeUm rdb C'onenoalhartdogenfnthe gmlmyDq got ntke anrtni'helDC thelgG tAe loml yudeg lode ead lPFl, rAe opprom!ottFe100 end my!ielduual the Iron, mdod:ng Aapd[np, slomg5instogmiea oad.raing, skol@e Me #047182� •'„.resp os5 rq olt6e 8oidngD sg rood tot A tli fe ul mie10019 t6 ND iud+.4e pt nos dgddtn f!6 Blc gt mpoetkl tytl non (66Qp g(6ed Dy lPlaodgfi(A e«tereandfar genral gu'daats./PFl delma!M1euspomi6d�fies aid defies of lfierruss Desigeet,iwss gesign (ngineer and LmsMolol to IMOl,u l,4ed Sy o(elgpv,tdmn floggypg pot sl rnld,Ihe( uep Gee gn rage et is Adi!pefildt Nu ror66 slm[n ee fo;" giK. AD(aikfimd toms arson Wind in 1P61. Otland,FL 3232 „g. 9 SY„ D ( 9 P :;fopyrlghl Fni 2g15 AEI BoofT usses•1.S.^.euel Mprinas PE.'doplod OmRpl lfls dowmenJ, Inoy lean, is piah led M[Wille pmmusion from A,I daol FrgWijMouel Mulim, U. OFIOOd0, FL 3283I Job Truss Truss Type Qtv Ply PaC/6510 El B A071737$ 63357 MV4 Valley 5 1 �Std Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:06 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-CV01 ReUOj6m_kgORj_1 KS8J9F57FJG9KQcB76VzegFR 4-0-0 4-0-0 Anne 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 16013-11-4 (min. 0-1-8) 3 = 160/3-11-4 (min. 0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 160(LC 1) 3 = 160(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard swam lln'rEo nughly a Me kI IDDnfUiinrSnl[l`I!eTUll[WSB.rakDDIDDS rUSiCAIfYj'IUln1 I n'itiDGaoi'hrm,.Y,tyd sg p t <In dic I "I'lldote If shaudcdgeDmiag;IDD)aed&e Wa¢el4nrriryPi. &lere¢o SAeel beta+ease. Unhu oLAmha s�hd oerh¢IDD�aofy kT&ma Slai pl»es sh llB used! IAe'DDmbe tshd. Asp tr ssgn gnf eei(t.e fp,¢Iq ldg eel lM1eul - epNOr pr seals oori pfa e¢trn polo l;ialeagmeeiinpskspatilh:Tig!nr lEe deugn¢!tAe single Lou deptpeden tberDDonly, nadn RAI. IAe dedgamsemp¢oes;lmda9 mndefons, MANUEL MARTINEZ, P.E. ;: �s dahLryaA; f¢i11ArsLnul¢r¢ny9rldag3ther eponxbUlyottheUmer Ih. a pdr;inalhoriiedcgioleilhplalt_ g0¢.gne ItematenoflaellG'hei8[ Ifelortlbu�d grodedadlPld, the ¢ppraolFfth 100Wanyhalduua! the lross,;odudnegbaodpng,stomge,ine40 theoandfining,sNilbethe # O47I62 responsbdryo!iSeBmdryOegBrandr¢aLpc AllnohtutaltatFnNDuadr¢epmmiwi4tiddouoflFMIMIComporontt¢hlylnfmmtuoalBnQpi66shedb(tP!andSki6rchre'adhrRetinal§AonmIPAdebnestherespoosibLliesanddufimofReTresDettlao,lmu&signEagtaeeeend 1OO19(horltan[ir. rla3sD tut I ar ppleuoMe! spd finedbra[aU opogreepapaon ulmgbp.11pat enema mdrr saetlgnr¢pur!shDiteeBldigO ugeer oefiuys Wslem[ng oeeefoi diryb ildog.AA(apikri:ed teams ore mdeDtedin TPl-1. ,*p't'dgbl C6'1lkkS loofiruge} MnnuelhFaQ n¢e PFAoplodpnianfIN$ dolementIn anylem'Is p AlbiledWith wnneopollin ion homp1 fontf rq u; ManuelMmlinb01. Orlando, E132832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717379 63357 MV6 Valley 5 1 Job Reference (optional) Al KUUb- I KUbbtb, r-UKI YItKUt, r-L 34a4b, oesign(Ola Iirussxorn Y n 0 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:37:07 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyk9q-ghyPf UOTQurM_adHhYZ?LsBuVQJ2jPTeGxgfxzegFQ 1.5x4 II 2 3 2x4 % 1.5x4 II LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 270/5-11-4 (min. 0-1-8) 3 = 270/5-11-4 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 = -121(LC 8) Max Grav 1 = 270(LC 1) 3 = 270(LC 1) • FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/335 NOTES- 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=121. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% 7Lao g-Fieoutko,00eblpemfbe'A-IgGgFff9lfff(1Flln}4ENngllEiBftCChgI110N'(USiCBIDrgN'n7gnNgittE06EYFYI M Yedydugop;i etas drenf t<o Ihnrrmepevgegmriog;Igb)oedtleRuselUnn�n,PEFelermcefheelbeto:es!a.Uvlm+ot5eniws!e!<doe!helDg,odr MANUEL MARTINEI P.E. rrg pi !gsub aro tebioo,b td psaL O gk er( fyuily[g eQ !M1eulda yNOrp oh dr,pic uol lh (• i g gf ig m3Ltyfarde de nol hning4Los dej nedm he IDD enly,mat7ri. the deuga esumpeoc+, lend ag madman, sc!ohLlyaid dse ottAiA+os+lmeny Bu9diag stbe ecpo. iib'h!yo06e (Iron@ GneisSoihmkedbgebtanE Bdd gpes,poer ntke moletl afthe 114Me184the laalbn �d ag lode bad llld, Ifieappmvo!oltbt NDaad olr[tldom al+be Iron, indod:ng hagd[g,do+ege; iaskllaliog o+d bm:ing, stall be lfie #047182 f' •iei aos3dry ol!ba 90 id ggesg er oodLonhaUer.ttl rsin ula!ioMe lggind!he mmms aad goderne ol!b ComagCempor alk/eq no lnlo+mr(gnQpobCsM1M briptoedf6CAere rdermeed ht gearol guaam FFtl defines lbnnpossig7fiesaed dunasolRa irassOmigcm,Fmugesigo L+giarer rnd p R 10019 (horlton (ir. 1 ussNofo, ei le IM1e! edefined by C, dbgi ed spoon rlag by ll pof si vai d. ihei on Coign Eogt et shdttFe gId rg Deug rrLm fysl n(ng nen lo+ortyl iifog.Ag (opbcriud te�msaremdegned in Rl-I. .--Cdppighl„CE'ig15Ad poolLas;ei Manuel Marl nee P.f.,Qupmd thegol thisdcmme1monefdim,spmhbadrilbrrdlepermisionhamAi Roofimsipy'-now M, fim.P.E. Orlando, FL 32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A071738'0 63357 MV6A Valley 2 1 Job Reference (optional) Ai Kuur I r(uastb, ruKl riFKOt, FL s4a4u, aeslgnLaitruss.com Kun: f.640 s Oct / 2015 rnnt: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:07 2016 Pagel ID:zBDSeh5DxBaEpitf4?9_vMyfk9q-ghyPf UOTQurM_adHhYZ?LsBgVQD2jPTeGxgfxzegFQ 0 0 1.5x4 II 2 3 2x4 1.5x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 273/5-11-12 (min. 0-1-8) 3 = 273/5-11-12 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -87(LC 8) 3 = -122(LC 8) Max Grav 1 = 273(LC 1) 3 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-223/337 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=122. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% R y flc ,14onoglJy a t6a',lltU9STFlSS(S('SEtln'lG@(IILIELMSt(CAU111' IMUS@Ya('IUInjidflal1f06fYA1'1a 9rrdydevynp eln... ud wl IIri+La++getige grniog;IpOJ ondtheM.vreelYmF�r:,Pl.gefneonSEerfbrfwa me. Unksr ol5ernne s!»ednefhe @g,aoFy klek maaedoi pl>rdecbaUbeasdd to tha TDtc be erid. 1—M., ya trig et�(te sp ralq(g -ieQ Ibe to t y@Oreyresams - d<i p1 ttoll ei?4iuue le A ins 5 eipo s,hS�tyhr tbade+ign egehe+ioghuundepinnd en iheTDDonIy, Dods RN. nedei ga o+srmpyas; Icad rig ronMin,, MANUEL MARTIUEZ, P.E. �s.rtabfiyaAc+e cLmtsins+lo+e y3utdag iMermpobt�69nyp1thF Orna lla.DinrtreNbatardagmtrHbe yillcmy geryner otl;e r�pfetl oJt1e 114d41g67he lim iiU4a9 iode"und RFl, R,wpprc.olNlLe@pond aayF:eld u+r al lF.e Boss, indud;ng buadF.ng, domgr,intkUalrop pndbm:ing,+k116etAa #041182 ' e+pees5r>C,1tbaldS'i9 iaeraod[anbade agroleulerllat�e@DoddbepracUtt+adgadelnesoltbg1anp'fomyoentklerylolurmenou(g(SlIpebLiANlY@M5iaerrrhmttdhrgenew1psett. RNdefinestl�eresponsibdirieso¢ddatie+oflhiraugeugrm,irossGasigntngiaeerend 10019(hogilanCit. ies Wof dem(aaless othenseQfinedbyCtnd aged pan tfag*y ll pa++laynl d me 1 t@+Ign[ogd hUllLei WcgO4' rTm fysl n tag aaertoi aayb ildng Ap (apitdizdfamwrens definedin R41. -,(.(oppight(E', Ip15 A{taolirvxey,PdpaelMad ai,Pd.;Aapmdut0oa;ol thisdaeme 1, In oey ldrn is ptebbiled eilli atdte pxrmis}i?n homp•1 1pptiryiies Mo uelHmtiner, P,E. Orlando, FL 32832 Job Truss Truss Type oty Ply Std Pac/6510 El B A0717381 63357 MV8 GABLE 2 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Mar 03 10:37:08 2016 Page 1 I D:zBDS eh5DxBaE pitf4? 9_vMy&9q-8tW nsKVtEjOi_79prP3oYZOUAvpl n85ctwhEB NzegFP 8-M 8-0-0 4 0 0 1.5x4 II 3 5 4 2x4 ::-� 1.5x4 11 1.5x4 II LOADING (psf) SPACING- 2-O-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix) Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance witfi Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 113/7-11-4 (min. 0-1-8) 4 = 16817-11-4 (min. 0-1-8) 5 = 48017-11-4 (min. 0-1-8) Max Horz 1 = 144(LC 8) Max Uplift 1 = -2(LC 8) 4 = -75(LC 8) 5 = -214(LC 8) Max Grav 1 = 113(LC 1) 4 = 168(LC 1) 5 = 480(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/111 WEBS 2-5=-393/552 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=214. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Plma'igPirasrhomughlree ¢e MeA IY00(ikUSSEs(SFII[r !.DIN[rktRWkd(Gk0tlI0NgfUS'Ok6 r1UYG1 A[gXCWlE06EYFM, fara;Y (v desg p, ruaideod ialsl4simss gesige0wrmg!N7Joad!Ea4aanrFYatlan,PL rererrnu yAcel Getam ase. Unless ou'eniw scored ac 6e ND, only M kl ka aevor pings. UE as dt rke tODr k Yd Rf 1 s0es.gc Fac eer(e.,Sps Up[gaen}I% tcaplOD preuau an8appicom al l%e pro4niaaol<igc -pg rzspoasikLy!ar lEe deli gn cl lM1ninpie Last depitled eo t%e iDD oalY,andu R4i. Ide deuga msamp:an,lcadag!aaMOm, ANUELMARTINEZ, P.E. �sc!omTil!'aad eseaftAisl sdoi cnyrv7diap sthe¢spo it7rypfrhe Dme r%Ciuersaoyhmned agimi lh gdeiny02i�oe nde eomencs'%ele4tAe�r4the loml kuAdry lode uad Rol, 0eapprmo!at lkeIDDaad oapEeidou al@elross, adadinp%oadrmg, slomge, ias;aDauooaadso:ing, skailhet%e #047102 ! iepnskRYotsheruiJagOsgaeraad[ohaticr.Allrileselodln!M1ip0and0epamttsandgodeLnnarb-todng6e ie iki<ginlrmiaoaIs6QprklihedkylPloMsr(Amenlermredforgearalgudaatt.iPade%iesl%nespiisih3fimorddufiasoflEelussOengoeohussCdign[agiaeer�d 10019(horltanCir. Lmsn nd rlr YSles Men edfiaed 5yCaal atlogted upoai s!i9Yillar sli led@e trust vgn[gset%0ttkeFld.gDa9 sri s5ylo[goee,fos drty ba0fma.AO (ipnerindrems areos de%aedia Rpl. •',(opyngAF 2015RIgafTr"smMonuelk!arlM,P.L,hp!odatisdithiss1mme!igacy1mm,isp!oluDisedwith.611'pemissionIsomA1goofmusses?NiguelMarkel,P.L Orlando, FE31832 Job Truss Truss Type aty Ply c! Pac/6510 El B 63357 MV10 Valley 1 1 A07173%i C b Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:37:08 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-8tWnsKVfEjOi_79prP3oYZOObvmhn7KctwhEBNzegFP CY 0 0 2x4 % 5 � .. 4 1.5x4 i! 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid IPLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a - n/a 999 i MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix) Weight: 34lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 53/9-11-4 (min. 0-1-8) 4 = 262/9-11-4 (min. 0-1-8) 5 = 666/9-11-4 (min. 0-1-8) Max Horz 1 = 185(LC 8) Max Uplift 4 = -116(LC 8) 5 = -297(LC 8) Max Grav 1 = 58(LC 19) 4 = 262(LC 1) 5 = 666(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/147, 3-4=-214/282 WEBS 2-5=-545/719 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=116, 5=297. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard W g n uthas hli e e Me M1R00(TROSSES('S(11FRg.GENnAS1IlYSi(GtanlallsuSr04f➢(B01[Y�4IIMOY✓IEDL[MFM b Y Ipd sg p- t o dt aloof 0 N.DNS.D—ing;SDD)oedtttAh.dOut Pi Rdercu,Sheef6efareom.Win, oh-i.veda lhemn,wt U LMAR N Z P.E. Breh manee.'9#kth nbd s dro Ihh'ODt eohd Atialr nO OPS'gep;(u Sp td"(y-dnt lh ud -eop mD pr umt oo t_pf or all, po eiuoaal eag_ko g,6;aihl"., 14fi ipadA, igleLma deplaod ca th TO.0j,and,M1. IN dodgoanamp4m,I adagtoadfiaoe. MAN E TIE , nblii"aad atehtthn 0 so lotaay roddag h lbi i itj4i by tthe 0w.. th,c iialikl�'aed agem ii W, hileks Oei:go i 6 nalen 0 Mi I 16 X 6i 641 PjWi ood M1. Ibe opptnrd dtkem0andmyfiddm d 1hDo,, I�M.q MadBg,tloeage, irsbltalnawdbra:inp. tbollhe the #047)RZ --' i,atp as'udgott5egu fi gg ug erand(nb a All Ie ulat aMem...— pmcfimaadgudetanolth grlc g(c pore lkl ql (i ce n)BnQ7ibLtibedbySPtoadSfiLAeeeednrazdta,gennolguidaaa SP:SdafianthetapossihTtieoacddulieooflF,ermss0edgcar,LoeeOet'�olagiaeerend 10019 (h0rlton (ir. Tnn Yaovtd a ude other Wdfiadhya(of d gt`edup am nrm9 Yangat ilaxd ed meim sDeilgn 6ge ele k0ftge fiu l?ic�Devp dot iues$sle©Fag nem rd(ndph ilGng.AO (apitagredleiuwnmdegaed infPld. ••(opr,gAI�EtOIS,glreptTrv}{et•NcnuelMad etP�F.?icpmd.groopthisJawmentInoeyfnmfepyfu6�leds�i6 nitmpaimis}onhomAlRopf {uiiey Rtpne161ariinh,P.E. Orl0nd0,FL32832 Job Truss Truss Type Qty Ply Std Pac/6510 El B A0717376 63357 MV12 Valley 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 3x4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Mar 03 10:37:09 2016 Page 1 ID:zBDSeh5DxBaEpitf4?9 vMyfk9q-c4494gWH?18ZbHk?O6a24mxaE161WaXm6aQnjpzegFO 5 1.5x4 it 4 1.5x4 II LOADING (psf) i SPACING- 2-0-0 CSC. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 i Plate Grip DOL 1.25 j TC 0.59 Vert(LL) n/a n/a 999 i MT20 244/190 TCDL 15.0 Lumber DOL 1,25 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight: 42 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 212/11-11-4 (min. 0-1-8) 4 = 265111-11-4 (min. 0-1-8) 5 = 724/11-11-4 (min. 0-1-8) Max Horz 1 = 227(LC 8) Max Uplift 1 = -19(LC 8) 4 = -118(LC 8) 5 = -322(LC 8) Max Grav 1 = 212(LC 1) 4 = 265(LC 1) 5 = 724(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/127, 3-4=-215/271 WEBS 2-5=-585/726 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 1 except Qt=lb) 4=118, 5=322. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard waay-Paecaraaanly M'AI'gppiiipf4fl$FSH)G(AnASIFgSd(Crpipd (llSippigjlNrgjltNGYRE06EAA7}o Yedydtynpw ets aemr IbtlrmtpetigeplaringjppJoadkcpaoa[IYmYan,PlrehrznaSEeef6etoreee.Golexo0eniulenedoehepp,ant IF7ak soaoedol plmea sF ahe used tw th ippube and Asalr is On inf g eeiQs,Sp r. IlyFag'enl lh ul a- yfDp p fn(- (pt a115 p col g . gf p s�:IdyfartbeiaSgaorthesinife Nn depkod w t,TGO only, soda t?". the detigeosumptan,Imdag madman:, MANUEL MARTINET, P.E. !wdat,by doudthis Nofi, 6j19d'agA0¢spsibin0th[0mo'the prne, a4sixdoghf a the gales a}�ge[11c, N 11C N lid5adeg mdeead lfl-1.rh. gpraaol dthe 1pp an4gfidd ouofae%,,, indading hnff.gd0mggimtdlmioa aad h6ng,sW1 be the #047182 iep s5ldyoftlladgpagoer6od[oahon Waal[utaullethelp00adaepraiAusad,9tidelneoflbglcngCaporofSollylroi�ant(gnlJpehlshedbylE°oad5rC4[rclanteahtgene:olgudaose.IP(IdefinethelnpsoabamesoaddutiewfthaTtnsaOesigeetGassGasigaFagneereod O OnCL �rlbseaa0a(al1�t ales oMel udefined Cam ad' ieda namet of at slavl dIDeT sp si ern ef hpdfbeg la Dr ClaHld3e$lt pia aeafo.;aybailfng. AA (apbapzed lams are os defuain R41. IO I9 fIIarll I c. p g p p g Yre. 9, g y g Orlando, FL 32832 pCopyrighl+61p1¢AI BoolT atsef ldanuel lkad net P.f.,papiodm0oa ol)his,da(ument, in an'jfNm,'u prohibited withintle prim icon. homAlroolTpu(ui=Ao ualMailinei, P.F. -1 ROOF A FLf ilil DA CORP0RATION Important Notes Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance with the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Tresses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer_ 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the -builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor:) Truss chords and webs cannot be art Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) 'Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Tresses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 11) The specific engineered truss drawings are subject to other terns, conditions, and details on the truss placement plan and/or individual truss design drawings: 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are -not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd_, Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www_Altruss_com Name: 00 U a Address: STRUCTURAL Customer., CONNECTORS' A MITOX"Company Contact Hangers Number. .t I 'A n ,, V .�� . f , 01 W 11 . . -"WIJJ I 3A1 h q.. 4 .4" IiAVE1.1'.1 AM a Pa "OP, wp, 'Si I 'Illy, 11 rl N 01 f F5 il w w -A P 0 0 V� A 00% 3!• WA h a 6 1 i jV1,11, V.. '41$3! TI JUS24 1883, 655 750 820 510 4. 10d (Header) F1.822.99, 2 -10d (Jolet) 0510.01, RR 25779 LUS24 670 765 825 490 4 -10d (Header) [Z - 10d (Joist) T2 JUS26 Iasi, 850 975 1060 1115 4. 10d (Header) 4- 10d (Joist) 0510.01, RR 25775 LUS26 865 990 1070 1165 4 -10d (Header) 14 . Jod (Joist) TR MSH422 189:4 22 -10d (Face - Face Max Nailing) F1.822.36, 6. 10d (Face -Top Max Nailing) OB. 6. 10d (Joist - Face Max Nailing) 0203.06, 6 - 10d (Joist -Top Max Nailing) AR 25836, 4. 10d (Top -Top Max Nailing) 77IA422 2245 2245 2245 6- 16d (Caniod Member -Face Mount) 6-10d(Canted Member . Top Flange) 22.16d (Face - Paco Mount) 2 - 16d (Face - Top Flange) 4.16d (Top - rap Plunge) THA1422 1835 1835 2.10d x 1-112 or 1-10d r 1-112 (Carded Member) 20 -10d or 2 -10d (Face) .4 - I Od (Top) USP Structural Connectors low T4 TH 026 1781, 2485 2855 3060 2170 1$ -16d (Face) FL13285.35 12- lod x 1-1/2 (Joist) , 06- RR 25844 HrU26 B40 M40 3600 1555 11 - lad x I-112 (Corned Member) 20.lad x 1-112 (Carried Member - Max Nailing) 20 -16d (Carrying Member) 20 -16d (Carry(ng Member- Max Nailing) T5 THD26-2 178:4 2540 2920 3175 2285 18 - 16d (Face) FL13285.35 32-10d (Joist) 06- 0921,05, RR 25843, 13116-R HHUS26-2 2785 3I55 3405 1550 - 14 - I Gd (Face) 6- I6d (Joist) IVU26-2 S40 3340 3600 2175 20 - lad (Carried Member - Max Nailing) 20 -16d (Carrying Member- Max Nailing) T6 TH028 1782. $885 3965 8965 2330 28.16d (Face) FL13285,95 16 - 10d x 1-1/2 (Joist) , 06- 0921,D5, ' RR 25843 HTU28 3020 4340 4680 2140 - 26 -10d x 1-112 (Carried Member - Max Nailing) 26 -16d (Carrying Member- Max Nalli! q) T7 TH028.2 178:4 3950 4540 4935 2595 - 28- 16d (Face) FL13285.35 16. 10d (Joist) 06- 0921.05, RR 25843, .13116-R HHUS28-2 4210 4770 5140 2000 22 - Ad (Face) 8 -16d (lout•) NTU28.2 3820 4340 4680 Y` 3485 26 - lad (Carried Member - Max Nailing) 26 .16d (Carrying Member- Max Nailing) T8 'rH 046 17814 2540 2920 3175 2285 - - 18 - 16d (Face) FLI3285.85 12 - 10d (Joist) , 06- 0921.DS, RR 25843, 13116-R U5P.5L'ructurai Connectors , HHUS46 2790 13160 3410 . JISSO 14.16d (Face) 6 -16d (lour) T9 THD48 1783. 3950 4540 4935 2595 - 28 - Ad (Face) FL19285.35 16 -1Dd (Joist) 08- 0921.05, RR 25848, 13118-R HHUS46 4210 4770 5140 21700 22.16d (Face) B -16d (Jak) T10 THOH25-2 1881, 3915 4"05 4795 2235 - 20 -16d (Face) FL021.75, 8- Isd (joist) 06- 0921.05, RR 257779, 13116-R HGUS26.2 4355 4875 5220 2165 20.16d (Face) 8 -16d (Joist) T11 TA DH26-3 1881, 3915 4505 44795 2235 20 -16d (Face) FL821.75, 8 -16d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4873 5230 2155 20 -16d (Face) 8.16d (laUt) T12 THDH28-2 1881, 6535 7515 8025 2665 - 36 - 16d (Face) PL821.77, - 10 -16d (Joist) RR 25779, 18116-R HGUS28.2 7460 7460 7460 3235 36 -16d (Face) 12 -16d (Jobt) T13 THDH28-3 1884 6770 7785 8025 2665 36- 16d (Face) FL021.77, 12. 16d (.)clot) 06- 0921.05, RR 25779 8GUS28.3 7460 7460 7460 3235 36.16d (Face) 12.16d (Joist) USP Structural Connectors 11 Name: Address: STRUCTURAL CONNECTORS' Customer: A MTek'Compa q Contact Fastener Comparison Table Number_ �•. -'" �•. �. Win-.-' -�L =�.F� ,�'-. :4=- y yr cam- i.��e =�= �..�-^:�-�� �:= �••- �--� �-�>`onnec%r=ScTze` '`-''�%-.=Yr--..�--.�5•.-�-_��....�r�.>.�—_'�a,L:.�-� ___.?-_9=.�•.�- — �r:t�.t � ��:.� _ice-•�5-z._-�... ';=Giti�=x_'a6e1EIS_PeStodcTV-o= Reavuret asteners3� Fnsteeaer_= - , - - - .:ReeceRequired - - T1 4-104(Header) LUS24 4-10d (Header) IJUS24 2 -10d (Joist) 2-10d (mini) - T10 THDH26-2 20 -16d (Face) HGUS16-2 • 20 -16d (Face) 8 -16d (yelst) 8-16d(loist) - M THDH26-3 20-16d(Face) HGUS26-3 20-16d(Foce) 8 -16d (6M) 8 -16d (Ibis(} - M THDH28-2 36-16d(Face) HGUS282 36-164(Face) 10 -16d (Joist) 12-16d (Jain() - T13 THDH28-3 36-3.6d (Face) NGUS18-3 36-16d(AME) 12-I6d (faint) 12-16d(Joist) - T2 JUS26 4-:Lod(Header) LUS26 4-10d (Header) 4 -10d Qoint) 4-.10d (Joist) - T3 MSH422 22-10d (Face- Face Max NaBing) THA422 6-16d (Carried Member- Face Moan() 6 -10d (Face -Top Max Nailing) 6-10d (Carried Member- Top Ftarrye) 6 -10d Qoist -- Face Max Nailing) 22-16d{Face - Face Mount) E -10d (Joist -Top Max Nailing) 2 -16d (race - Top Flange) 4 -10d (op -Top Max Nailing) 4-16d (fop- Top Flange) - T4 THD26 18 -16d (Face) UTU26 11-10dx 1-12 (Carried Member) 12 -10d XI-112 Qoist) 20 -10dx I-12 (Carried Member - Max Ahang) 20 - I6d (Carrycig Member) 20-16d (Carrying Member- Max Nailing) - TS THD26-2 18-16d(Face) HHUS26-2 14-16d(Face) 1Z-10d (Joist) 6-16d (loisi) - T6 THD28 28-16d(Face) HTU28 26-JGdxI-12(Cm-fiedMember - 16-10dx1-1j2 (Joist) Max Nailing) 26- I6d (Ca►rying Member- Max Narimq) - T7 TH028-2 28-16d(Face) HHUS18-2 22-16d(Face) 16-10d (Jaist) 8-16d (Joist) - T8 THD46 18 -16d (Face) HHUS46 14-16d (Face) 12-10d (Joist) 6-16d(JoBi) - 7-9 THD48 -16d (Face) HHUSfiB 22-16d (Face) 128 16- IOd (Joist) 8 -16d (Joist) USP Structural Connectors I a Namec USP Addrew tol", PAR STRUCTURAL Customer: CCONNECTOR5 A pOfeTt'Comparq Qmtad: Number_ • ���T=-=..:.� Ste'-`--. �� ��i:= �y-•��.-..� =-a`.� J •THD26 • ! .i TfiD2r. • USP Stud uiA Connectors tisp Address STRUCTURAL Customer_ CONNECTORS" AnTefrCompany - Contact: Number Leftmay.. /♦ti �G t • � � D 3�igFri flange THD48 (Qy: US? Stwctural Connectors I c-. - TYPICAL HIPJACK CONNECTION TS'TBK MAX 55 PSF MAX ROOF LOAD wum 170 MPH EX C H=25r MAX 4 23 G_ 2. ,2 9r-S• 7� 3 6 72Rom afir;adc 3-15d toa-mils. n�4rp j-'--1 c FISH U LJ • .0 '74•. ..z 7S 7 ' t MA— •tivtID .,.:h1A1L'� HAMM 2--- sL3p6-1UdwIS' each eruct PIa1eCHt� X 0.1 LOA13WG (psQ SPACING 2-" CSt AEM in (loc) tided Eld PLATES 6WP ' ELL 30-0 Plates Increase US Tr. IL71 Ver" -0.03 6-7 >999 360 110-20 ZW190 VL 15.0 Lumber kU=25e 1.25 BG IX49 Vey -0.09 6-7 >"99 240 SCLL ao - Rep SInc NO WH Q-SD HaMU4 0-01 6 rria rda ML 10� Cori=RCZE)I MPS (h 2hu—) YVeight',416 BRACING CHORD W S & to 3a T W CHORO S idural resod shheathng duectlyappiled or"-0 oe purtins BCW CHORD 2*4 SP Nat BOT C HOFtD Suer, hrrat tmod sheathing dueulyappfled or B3 �'. x br2dnn S 29SPNo.3 hiTekreconancrdsOmtStabTmesandreg.=dcrosbrazing be 1nsww during buss erect'imt in ac: owartcp lath StabiLzer �ACiIONS pks�e) 4-1 e9ir,�-chanlCat, 2 sOB,U-t o-t 5 (men. 0-i�. s�ai�teaiznfcat • Max Ho¢2-SItE(LC d) M- Upbtt4-158(LCQ� 2--382(C z), 5--159(LC t:) Max Grcv4-z9(LC 4 2 734(LC 2). 5-412(LC 2) )RcES (fb)-M1tz+t-ComWR cTen-Atlinrces?SQ(Ib)ortesse�eotwhPnsfiot�- 3P CHORD �1 t. nCi3itri ;11-i 2�H56a307, 3 i 2r &Sy�03 JTOJOR0 2-fA-i�1/848, 14-15-=3�8=8,7-1�r�.3:�e.7-t5- 4391848.a 16 43_°I&49 EBS 3-6-9164s5 ITES Wlod:ASC-E 7-10;170mph (3-second gust)11asd-132mph: TML-S W *. SCOL_5-Qpst- h-M Cat it EV C; Ertd., GCp1.-1L18; W FP.S (enveloper cantilever left and fight eVosed ; Lumber DOL-1.33 plate grip not 1.35 Thistnssisnot desig:iz d to supporta ceNuff and is not Intended forusevdtere ahstheksarea co sideration- Plate-. ched¢d for a pks or r>enus Q d greerotatlon about ItscrmW- TMs ens has been designed fora 10.0 psi bottom chord five load nonconcunerd oath any other lNe loads. ' Tifis truss has been designed Lora Eve load of 211 an the bottom chord In all antes where a rectangle 3-&D tall by 2-0-0 WRIL-N 0 fit between the bottom chord atd any other ruembem IN11111111111 f f J air r STATE OF N. Al- 111110,N- 1109 COASTAL, BAY BOYNTON "BC, FL 33435 1OrM12 • 9 TYPICAL ALTERNATE BRACING DETAIL 'FOR EXTERIOR FLAT GIRDER TRUSS 412tl� PITCH 7RUSS '24" ox, 0 U PLJ FT CONN ECT10N ; SEE R00F 7RQSS EXTERIOR FLAT GIRDER 4 12d .. MAX 30" (21--•5") llllllfill,, gut X #2 SP BOTH FACES *•' N 34869 G'-Nd'a l'� �,�n` f;�* p V W� SI M PSON H 5 1109 COASTAL BAY BOYNTON BC,FL 33435 CK TRUSS IFEBRUARY 14, 21}12 I CONNECTION DETAIL (PERPENDICULAR) NDICULAR) I ST-PIGGY-PERP. O � O MTe& Industries, Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG: LOADS (SHEAR TRUSSES) - ADDITIONAL CONSIDERATIONS BY BUILDING ENGRNEERIDESiGNER ARE REQUIRED. PIGGY-BACKTRUSS (CROSS-SECTION vlevk Referlo actual bass design drawing inr adcftmal piggybar k truss biormaidom NEARSIDE n✓�i ek udus>aa. c:t+�lietc; itfo Pagel of 1 MAX MEAN ROOF HEIG"T= 30 FEET BUILDING CATEGORY 11 WIND EKPOSURE Sorb WIND DESIGN PERASCE 7-M, ASCE 7-OZ ASCE 7-05100 MPH (MWFRS) WIND DESIGN PERASCE7-10125 MPH (MWFRS) DURATION OF LOAD INCREASE FOR WIND LOADS:1.60 THIS DETAIL SHALL BE ONLY USED FOR RESISTING A VERTICAL WINE] UPLIFT UP, TO. i4a U3S mA)amum AT EACH CONNEC7IDN. POINT. BUILDING DESIGNER IS'RESPONSIBCE'FOR THE LOAD EXCEEDINGTHtS LIMITATION ANDIOR IN •O`MER:DIRECTIONS. ATTACH PIGGYBACKTRUSS TOB6ASETRUSS WITH (2) -16d (Q131" X35j NAILS ToMkUM' FAR SI FLATTOP CHORD OFEIASE TRUSS BASE TRUSS (SIDE VIEW) Refer to actual truss design drawing inradoit rml base -ass in-tormagon. NOTES FORTOE-NAtL- i. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WJrHTHE MEMBER AND STARTED 113 THE LENGTH OFTHE NAIL FROMTHE MEMBER END AS SH04'{a 2. THE END DISTANCE, EDGE DISTANCE- AND SPACING OF NAILS SHALL BE SUCH ASTD AVOID UNUSUAL SPLITTING OFiHE WOOD NOTES FOR TRUSS: 1_ THIS DETAIL IS VALID FOR ONE -PLY PIGGYBACKTRUSS ONLY: 2. THE CHORD ba3W BER OF PIGGYBACK AND BASE TRUSSES MUSE BE SOUTT•IERN PINE OR DOUGLAS RR -LARCH LUMBER: 3- THE SPACING OF PIGGYBACKTRUSSES AND BASETRUSSES IS2 FTORLffi: 4. THE PIGGYBACKTRUSSES SHOULD BE PERPENDICULARTO EASETRUSSES. 5 PIGGYBACKTRUSS MAY NOT CANTILEVER OVER BASE TRUSS OR HAVE AN OVERHANG V"CH WILL CREATE A HIGHER UPUFT AT CONNECTING POINT. a 11 ``1111111111//,f N 34M A ' =� SfATEOF 13-09 COP-STAL BAY BOYNTON BC,FL 33435 ' 10 3-5/1.2 qk 1 - FEBRUARY A 2a-t2 Standard Gabe End Detail SHEET 2 - C�CI QR MITL-k Industries` Chejer5,K Mo Page 2 of 2 Fv—]L—u ALTERNATE DIAGONAL BRACINGTO THE BOTTOM CHORD Trusses s; is 244' aC. Q �a HDROONTALBRACE 2�DWGONALBRACESPACED -B'O.C. (SEE SW11CM AA ATTACHED TD VEIT 11CAL1 UH () -15d COMMOTrACHED Mt i ek Industries, Inc. Roof Sheathing--, TO B03 WIRENAtisANn ACOMON TO BLDCt;3NG WTitH (5) -10d CONhiO,�fS. STHE RE.SPONSMWTYOFTHEBLDG DESIGNER OR I DIAGONAL NAIL iNAGONALBRACETD EPRQIECTENGINEEWARCHTEC.TTODESIGN THE ILL WITH NAILS ILINGDIAPJHRAGMAND US ATTACHMENTTOTHE LiESTORESiSiALLOUTOFPLANELOADSTHAT YRESULTFnOMTHE MiA NGOFTHEGABLE ENDS 2X4PURLNFASTENED TOFouR- ussES WITH TWO 1Gj NAILS EACI-L FASM4 PURLIN \ \ TO BLOCMG- WI -MO 15d NAILS (MIN) €)iag_Brace \ PROVMZx4BL[=1NGBETWEENTHETRUSSEs 113 pOinls � � StIPPORTINGTHEBRACE ANDTHETWOTRUSSES - if needed ONBME3SIDE ASNOTED.TOENAILBLOCMNG TO TRLISSESWfiii (2)-1od NAILSAT EACH END - ATTACH DIAGONALBFACE TO BLOCMG Willi (5} -10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REOUIRENIENTS FOR STRUCTURAL GABLE TRUSSES S MCiURALGABLETRUSSFSMAYBEBRACEDASNOTED: STRUCTURAL METHOD i : AT i ACH A MAT :34ING GAM ETRUSS TOTHE INSIDE G-ABLETRUSS FACE OFTHE S i Mc-1 uRALGABLE AND FASTEN PE THE FOLLOW NG NARING SCHEDULE METHQD 2: ATTACH ZK SCABSTO THE FACEOF EACH VEFITICAL SCMALONG _ MemEROWTHESTRUCTURALGABLE PERTHE FOLLOWING V�� NAILIPIG SCHEDULE SCABS ARETO BE OF THESAI�IE SJZE. GRADE AND SFEC1ESASTIHETRUSS VERTICALS CALLING SCHEDULE - FOR WIND SPEEDS 120 diPH (ASCE7-9k 02a 057.1513 WH IASCE7-10) OR LESS, NAILALL FA MSERS WITH ONE ROW OF 10d 031- X 37 NAILS SPACED S O.G_ - FOR W WD SPEEDS GJEATHi 12a1 hWH CASCE 7-9B, 02, M 150 MPH (ASCE 7 -10) NAILALL MEk%ERS WR1H TWO ROWS OF 10iI C131- X 31 NAILS SPACED S O.C. (2X 4 STUDS MINIMUM) KAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1_ � ALLBHACINGJu MODS SHOWN ON PAGE 1 ARE VAUDANDARETOSEFASiENEDTT?THESCABSOR mAYEDSTUD VERTICALSTUDS OFTHE=NDARD GABLETRUSS O.yTHERT ERIORSIDEOFTHESTRUCTURE S"tTiUCTUf'iAL GABLETRUSS ) NOTE: THIS DUAILISTO BEUSED ONLY FOR sTRUCTLIRAL GABLES W RJH INLAYED Si UDS.TRUSSES WTTHOUTNtA'VTD STU DSARENOTADDRESSEDHERE 1 STANDARD I GABLETRLISS r AN ADEQUATE DIAPHRAGM OR OTHER AIETHO M Q CING MUST BE PRESENT -TO O PROVIDE FUL LI ATERAL V? THr = OTTOm CHORD TORESISTALLOUT CFPLANE�G'WN- N AT OWN INTHISDETAIL ISFORTHEVERTTCAk234869 " —_ -U I �-)3 - snIMW� STATE OF -� �J01VA1- ��1r[Ittit�t�� 1109 COASTAL LAY BOYNTON RC: FL 33435 ►; FEBRUARY 14, 2412 STANDARD PIGGYBACK ( ST.PIGGY PLATE ` TRUSS CONEGTIOR! DETAIL ©0 'Z a Wfek Industries, Inc. This ctet30 is applicable br the toffowing Wind Coudill rs: ASCE 7-98, ASCE 7-M ASCE 7-05, ASCE 7-10 Wind Slandan3s mnder all enclosure and expomm conditions as Fong as no upftit exceeds 3-7 lbs. Refer fo achral piggybad:luss design dnamAng for upfif s, . NOTE: This DetaH is valid for one ply trusses spaced 24' o.c_ or less_ PIGGYBACKTRUSS fleierto-acistaltuss design dravAng•icr addhiimal piggyback truss urinrmaitom I nm & taffies, Cha�rbtrd, Eeo Page 1 of 1 :..AtiacijVMyb2Pk..Uusstn.!he basetruss uvitit 3`xe"TEE-LOCK Muta-Use-mnnectinn plates spaced 48" o.c. Plates slap be pressed`rrrte.the'piggyback Utss2t0ro c. staggeredfmm-each famand haled to #m base truss. With four (4)- 6d (t Tx(Y.099 ) . - - trails irie3dY ptate Ua achieve `$ maximum. ups capaciy of �.16 at each T)d TEE -LOCK MuW-Use connection plate_ (Wirnioum a12 plates) Attach each purrm to the top chord of the base Uuss_ (Puriins and connection by cMers) RASE TRUSS Refer to 2rtLMl vuss design drawing for additional ham iniormatinn. SPACEPun"-aS ACCONDING TO THEMMMUM SPACM ONTHE TOP CHORD OFTHE BASE -MUSS (SPACWG NOT TO EXCEED ZW- 014 A PURLINTO BE LOCATED AT EA=i BASE TRUSS .IOIAr% S N MG9 " * LL1 zz STATE OF rr 1109 COASTAL BAY BOYNTCH BC,FL 3343S oli9122 - s 4 FHBRUARY 14. 2-019 FV iL Mi felt Industries, Inc VfLlEY TFiUSSiYPiCA1. SECURE VAU-EY TRUSS W/ ONE ROW OF 15d NAILS 6' O.0 _ BUSSED VALLEY SET DETAIL 1 ST-VALLEY SYP GALE END. CONWON TRUSS h�Tek Indushies, Chesb.5dd. MO PaOL' i Of I sENERAL SPECIFICATIONS 1.NAILSIZE=3S X0-131'=16d 2 INSTALL VAU EYTRUSSES (24 O.C. MAXIMUM AND SECUREPER DETAILA 3. BRACEVALLEYVIEHS IN ACCORDANCEWnHTHE INDIVIDUALDESIGN DRAWINGS. 4. BASE TRUSS SHALL BEDESIGNED WITH A PURLIN SPACING EOUILIVANTTOTHE RAKE DIMENSION OFTHEVALLEYTRUSS SRACING. S. NAILING DONE PER NDS - 01 6. VALLEY STUD SPACING NOT TO EXCEED4&' O.C. i. ALLLUMBER SPECIES TO BE SYP. SASETRUSSES VALLEYTRUSSTMCAL GABLEEND.COMMON TALISS f T= r-mnr-9z Tm l-Z.: WIND DESIGN PER ASCE 7-99. ASCE 7-DZ, ASCE 7-DS 12D MPH WIND DESIGN MR ASCE7-10 150 MPH ATT.",CH 2x4 CONTINUOUS NO-2 SYP ROOF MAX MEAN ROOF HEIGHT- 30 FEET TO THEROOF WI -TWO 15d 0-131- X 3..T) NAILS CATEGoTCH = I�ILDIN J13,12 MAXIMUM 1af12 ( CATEGOf'Si F 11 BUILDING INTO EACH BASE TRUSS- 8%[POSURE C OR 8 W FIND DURATION OFLOAD INCREAS 11rlD! I I l /I MAXTCPCHORDTOTALLOAD..�1� MAX SPACING -Z4!O-C. ,s MR41MUMREDUCH]DEADO)4S-k�� FtmF---.k ,(t�`ram ON THE TRUSSES AI 34BS9 =-' � �- o'. •10 19%12 z` STATE OF ` . DETAIL A 'f, Sf -------- (MAXIMUM V SHEATHING) N T.S. 1109 COASTAL BAY BOYNTON BC,FL 3343S OCTOBER 1. 2006 Q� M7ek lndusbies. Inc_ LATERAL. TOE -NAIL DETAIL ST TOENAIL SP I thTekln�cies. ChestmfieW.UO- Page 1 or1 NOTES - I. TOE NNLS SHALL BE DPJVEN AT AN ANGLE OF 45 DBGREESW[ TH THE Wial$H: AhDWJSTHAVERJU- WOOD SUPPORT- (NAIL MUST BEmvENTHROUGHAND EXT ATTHE BACK CORNER OFTHEMEMBER END AS SHOWN. ZTHE END DISTANCE EDGE CiSTANCE, AND SPACING OF NAILS SHALLBESUCH AS TO AVOID UNUSUAL SPUTiING OF THE WOOD 3. ALLOWABLE VALUE SHALL BETHELESS7RVALUE OFTHETWOSPECIES FOR MEMBERS OFDIFFFREN17 SPECIES ALLIES PER NDS ZOU1 (Ibtrrail) THIS DETAIL. APPLICABLE TO THE THREE END DETAILS SHOWN BELOW HF SPF a'F•S SINGLE SHEAR v ti SYP DF pe .131 BB.8 BOA 69.9 69a 59.7 1 .135 935 ass 742 775 63.4 � .163 IOU 99.6 86A B4.5 73LI of z 128 74.7 67.9 58B • 57.6 .5U 3 o ..131 739 69.5 '.603 599 51.1 p .148 RI4 7as :64Li 632 Ss3 cd VALUES SIiOVW A� CAPACITY �TUE-WAIL APPLICAGLE CURATiON OF MAD INCREASES MAY BEAPPL IM Exu4PLE_ (3)-16d NAILS (.167 cffam.x 351 WMi SPF SPECIES BOTTOM CHORD Forloed duration increase of 1.15; 3 (na►ls) X 84.5 (Ib/nail) X 1.15 (DOL) = 29151b Maximum Capaaly ANGLE MAY VARY FROM 30' TO Sw 45.00' ANGLE MAY VARY FROM 30° TO 60° VIEie SHCNVNAREFOR ILLUSTRATION mialOSES ONLY SIM VOW x2nl LSS ) NPAP SIF]E NEa4 SIDE 45.00' S EEMEN B3KaILs NEAR SIDE NEAR SIDE NEAR SEE OEM _ - N 348M u r _ STATE OF i _12 DN .- 'I111lltitllL�` 1109 COAS-179, BAY BOYNTON BC, FIB 33435 OCTOBER 1, 2006 UPLIFT TOE4\UML DETAIL IT-TSOENAIL UPLIFT Q raid: frdusWes, C1es�rGetd, Ma Page 1 of 1 NOTES: I-TOENNLS SHALL BE DP.IVEN AT AN ANGLE OF 30 DEGREES WFfNTHE MEMBER oQo APJDSCA- 1�113THE LENGTH OFTHE NAIL FROM THE MENDER END ASSHOWN. 2- THE END CISTANCE. EDGE DISTANCE; AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID MUSUAL SPLITTING OF THEVYOOD. 3. AVOWABLE VALUE SHALL BE THE LESSEE: VALUE OFTHE BOTTOM CHORD SPECIES IvlTek Industries, Inc OR TOP PLATE SPECIES FOR MEWdERSOF DIFFERENT SPECIES. END VIBN S7IDEVI7� TOE OF NEARSIDE NEAR 51DE .. I VOAS SHOWN ARE FOR FAR. SIDE rLwsTRA-ncN PURPOSES ONLY TOE -NAIL VVfTHDRAVdAL VALUES PER NOS 2001 (WhiEfl) CAM. SYP DF HF SPF SPF S O 131 5HS 45.1 31.5 299 20.3 p .135 6II3 ` 475 I 32.6 39.7 209 162 72.3 57.0 39.1 3fi9 25.1 ri -128 53.1 41.11 287 Zf.H 19 z O J _131 543 428 293 27.7 iHB .148 E1 A 483 331 313 213 N c� .120 5.9 36.7 748 23A 159 O .128 49-0 38.6 2E.5 25.9 17A o -131 S0.1 39S 27.1 25.5 17.4 _143 55.6 44S 30n 289 19.6 VALUES SHOW4 AFiE CAPAC]TYPERTOE 4ML AF PUCABLE DUP-KnCh4 OFL OAD INCRE;SES tAAYF3EAPPUED. EXAMPLE (3) -16d NAILS (.162" diam. x 3.51 KITH SPF SPEGES TOP PLATE ForWrtd DOL of 133E 3 (nails)X36.8 (ILAfnal)X 1.33 (DOL forWind) = 146.81b Maximum Allowable UpfiitReedion Oua To VYmd For'Xnd DOL of 1.60: 3 (nails) X 36.8 (IWhall)X 1.Sf) (DOL forwind)=17651b Maximum Allowable Uplift Reaction Due To Wind If the uplitr reaction specified on theTams Design Drawing Is morn than 145.81bs (176.6lbs) anofher mechanical uplift connection must be us9d. USE P) TOENAILS ON 10 BEARING WALL USE (4) TOE -NAILS ON 2)6 BEARING WALL 10�19f12 X�s SIC ' N 34869 - # fu- O . STATE OF C1 1109 COASTAI, BAY BOYNTON BC,FL 3343S JULYO-O, 2015 I TYPICAL FP/KING JACK CCNi\iEC.ION ST- CORNERSET OOW 31 3"Fti ' :N� FLQRIDA CdRPORATiON Attach End Jack w/ (4)16d Toe Nails TC & (3) Toe Nails BC X 0 GENERAL SPECIFICATIONS 1. MAX LOAD: 55 psf Roof Load,170 mph, ASCE 7-10, 25-0" Mean Height, EXP C. Attach King Jack w/ (2)16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea_ end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails TC & BC (TYP) Attach Corner Jack's w/ (3)16d Toe Nails TC & (2)16d Toe Nails BC (TYP) Manuel Marti,W